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RC-13-2643Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-218556 Permit Number: RC -11-13-2643 Scheduled Inspection Date: September 02, 2014 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Inspection Type: Final Building Owner: , Work Classification: Alteration Job Address: 101 NE 110 Street Miami Shores, FL 33161-7045 Phone Number Parcel Number 1121360040230 Project: <NONE> Contractor: AG STAR CONSTRUCTION INC Phone: (305)457-9970 liuna comments REPLACE 14 WINDOWS AND 2 DOORS REMODEL KITCHEN AND 2 BATHROOMS STOP WORK ORDER PLACED AS PER BUILDING OFFICIAL STRUCTURAL WORK BEING DONE WITHOUT PERMIT INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-218487. No evidence of window final. BROKEN SIDEWALK Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 29, 2014 For Inspections please call: (305)762-4949 Page 12 of 25 (arch itectu re+des'lg n) August 26, 2014 Ref: Inspection of Cement Board Installation, Gypsum Wall Board and Insulation B&L Realty Holdings LLC 101 North East 110th Street Miami Shores, Florida 33161 Permit #: 13-2643 Folio #: 11-2136-004-0230 To the Village of Miami Shores Building Department: This letter of affidavit is to certify that USG's 5/8" Durock Fibrous Cement Board was installed as per Florida Building Code 2010 requirements and the manufacturer's product specifications. The boards were installed using stainless steel, countersunk, masonry screws. The screws were inserted approximately 1 inch down from the top of the sheet at each stud and in each comer. Screws along the bottom edge of the Durock sheet were installed 2 inches up from the bottom on each stud. No screws penetrated applicable shower pans. Both upper sheets and lower sheets were installed in the same manner. All new permanent, full -height walls/partitions were built to resist a lateral live load not less than 5 P.S.F. as per FBC-2010, Sec. 1618.8. Studs were doubled or not less than 20 GA where plumbing fixtures are attached to walls as per FBC-2010, Sec. 2517.5.1.1.3. The effective moment of inertia is 0.854 as per FBC-2010, Sec. 2517.5.1.1. Studs are rigidly connected at top and bottom as per FBC-2010, Sec. 2517.5.1.2. Horizontal members are connected to not less than 2 studs as per FBC-2010, Sec. 2517.5.1.3. 5/8"x 48" wide G.W.B. was applied vertically with center joints over studs, staggered at 16" O.C. on opposite sides and attached to studs and runners with 1" long type "S" screws at the joints and runner channels 1/2" to 3/4" from edges of G.W.B. and 12" O.C. in the field. Joints were covered with tape and joint compound per GA -WP -1200. All exterior walls have 1" rigid insulation with a minimum R -Value of R-4 in compliance with the Florida Energy Code. All the Scope of Work delineated in the plans submitted for Permitting and that were subsequently approved have been completed by B&L Realty Holdings LLC based on visual inspections. You can reach us f6rany other info. Thank You. Sincerely, JORGE A. PERK -a 2014 A►R-0092904 _ Jorge Alberto Pemas, Alp, Allied ASID, NCARB, LEED®AP President (architecture+design) 2700 north miami avenue, unit 808 miami, florida 33127 t: 786.235.2720 e: info@cube2architecture.com aa -26001789 ib -26001134 (arch itectu re+des'lgn) August 26, 2014 Ref: Inspection of Cement Board Installation, Gypsum Wall Board and Insulation B&L Realty Holdings LLC 101 North East 110" Street Miami Shores, Florida 33161 Permit #:13-2643 Folio #: 11-2136-004-0230 To the Village of Miami Shores Building Department: This letter of affidavit is to certify that USG's 5/8" Durock Fibrous Cement Board was installed as per Florida Building Code 2010 requirements and the manufacturer's product specifications. The boards were installed using stainless steel, countersunk, masonry screws. The screws were inserted approximately 1 inch down from the top of the sheet at each stud and in each comer. Screws along the bottom edge of the Durock sheet were installed 2 inches up from the bottom on each stud. No screws penetrated applicable shower pans. Both upper sheets and lower sheets were installed in the same manner. All new permanent, full -height walls/partitions were built to resist a lateral live load not less than 5 P.S.F. as per FBC-2010, Sec. 1618.8. Studs were doubled or not less than 20 GA where plumbing fixtures are attached to walls as per FBC-2010, Sec. 2517.5.1.1.3. The effective moment of inertia is 0.854 as per FBC-2010, Sec. 2517.5.1.1. Studs are rigidly connected at top and bottom as per FBC-2010, Sec. 2517.5.1.2. Horizontal members are connected to not less than 2 studs as per FBC-2010, Sec. 2517.5.1.3. 5/8"x 48" wide G.W.B. was applied vertically with center joints over studs, staggered at 16" O.C. on opposite sides and attached to studs and runners with 1" long type "S" screws at the joints and runner channels 1/2" to 3/4" from edges of G.W.B. and 12" O.C. in the field. Joints were covered with tape and joint compound per GA -WP -1200. All exterior walls have 1" rigid insulation with a minimum R -Value of R-4 in compliance with the Florida Energy Code. All the Scope of Work delineated in the plans submitted for Permitting and that.were subsequently approved have been completed by B&L Realty Holdings LLC based on visual inspections. You can reach us for ariy-other info. Thank You. Sincerely, JORGE A. PERNAE AUG 2.6 ��1k AR -0092904 Jorge Alberto Pernas, AIA, Allied ASID, NCARB, LEED®AP President (architecture+design) 2700 north miami avenue, unit 808 miami, florida 33127 t: 786.235.2720 e: info@cube2architecture.com aa -26001789 ib -26001134 Miami Shores Village - • ' Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 FEB 1 Z "gam, Tel: (305) 795.2204 Fax: (305) 756.8972 Lu�F INSPECTION'S PHONE NUMBER: (305 762.4949 i—B7y:.� JOB ADDRESS: 101 NE 110 Street City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcelt Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): B $ L Realty Holdings, LLC Phone#: 305-519-6968 e�.�,P��• 3900 NW 2nd Ave City: Miami Tenant/Lessee Name: Email: State: FL CONTRACTOR: Company Name: AG Star Construction Address: 1827 NW 7 St 33127 305-219-3448 City: Miami State. FL Zip: 33125 Qualifier Name: Axel Galdamez Phone#: 305-219-3448 State Certification or Registration #: CGC1516021 Certificate of Competency #: Contact Phone#: 305-219-3448 Email Address: DESIGNER: Architect/Engineer: 'Th CcAv-st'u i'hnUyK" ►r%wAe r.i Phone#: 786-351-3663 Value of Work for this Permit: $1500 Square/Linear Footage of Work: 8 ft Type of Work: DAddition UAlteration ❑New ORepair/Replace ODemolition Description of Work: Submittal Fee Scanning Fee $ REPAIR/ADD BEAM ON GARAGE AREA AS PER ATTACHED ENGINEER DETAIL Color thru tile: Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO/CC $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ ' Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. or Agent The before me this 12 day of FEB by MICHAEL BROMLEY who is trsonally�know meor who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: RONNI B My Commission APPROVED BY l Signature Contractor The foregoing instrument was acknowledged before me this 12 day of FEB , 20 —, by AXEL GALDAMEZ who irsona�kno+ ome or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: FtFIA�I �A �xw�r Print: RONNI B OA1' COMMISSION # I=E000573 My Commission ;`m My COMMISSION # t:EO00573 E :XPIR88 Otltdber 01, 2014 EY,p143 S Octaber01, 2014 ,,- 1%"dallotaryservice.com ��r lC Jtli3 q Fmndallotery5ennce.rrom 10 / v I Plans Examiner Zoning l �b Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) � � s A L/ 2 Mlaml Shores Village APPROVED ®Y OATL ZONING DEPT PT BLDG DEPT & SUBJECT 116 1 O COALL iEL STATE AND COt WN RULES AND RMjLAfl6N$ A.S.D. Consulting Engineers, Inc 17320 S.W. 142ND PL MIAMI, EL 33,77 PHONE (786) 351 3663 FAX (786) 478 6940 WWW.ASDCONSENG.COM Fernando Azm P.E. License ids 65521 S T R U C T V R A L SIM STRUCTURAL CALCULATIONS REVI PROJECT NAME: B&L REALTY HOLDINGS,LLC RESIDENCE LOCATED AT 101 NE 110TH ST MIAMI SHORES, FLORIDA 33138 PREPARED BY: FE DO ZrCLIE. PE LIC NO: 65521 DATE: 02-06-14 TOTAL OF PAGES:5 Code: ASCE 7-10 Basic Wind Speed, V=175 MPH Occupancy Category, li Exposure: C Kd=0.85 Components and Cladding Design wind pressures p = qh I(GCp) - (GCpi)l qh = 0.00256 Kz Kzt Kd VZ Kz=0.85 r-15 ft (Table 30.3-1) Kd=0.85 Kzt=1.0 V=175 MPH qh = 0.00256 * 0.85 * 1.0 * 0.85 * 1752 qh = 56.6 PSF External Pressure Coefficients, GCp. (Wall) Effective Wind Area Positive GCp (Wall) Zone 4 Negative Positive Zone 5 Negative 10 SF +1.0 -1.1 +1.0 -1.40 15 SF +0.97 -1.07 +0.97 -1.34 20 SF +0.95 -1.05 +0.95 -1.29 30 SF +0.92 -1.02 +0.92 -1.23 40 SF +0.89 -0.99 +0.89 -1.19 50 SF +0.88 -0.98 +0.88 -1.15 GCpi=±0.18 (Internal Pressure Coefficient) 1 Design Wind Pressure: p = qh [(GCp) — (GCpi)] External Pressure Coefficients, GCp. (Roof) Effective Wind Area (SF) Ultimate Wall Wind P (PSF) Zone 3 Positive Negative 10 Effective Area Zone 4 Positive Zone 4 Zone 5 Positive Negative Positive Negative 10 SF +40 +67 -72 +67 -90 15 SF -43 +65 -71 +65 -86 20 SF +38 +64 -70 +64 -83 30 SF -48 +62 -68 +62 -80 40 SF 50 SF +61 -66 +61 -78 50 SF +60 -66 +60 -75 External Pressure Coefficients, GCp. (Roof) Effective Wind Area (SF) Allowable Wall Wind Pressure (PSF) Zone 3 Positive Negative 10 Effective Area Zone 4 Positive Negative Zone 5 Positive Negative SF +40 -43 +40 -54 15 SF +39 -43 +39 -52 110 20 SF +38 -42 +38 -50 30 SF +37 -41 +37 -48 40SF +37 -40 +37 -47 50 SF +36 -40 +36 -45 External Pressure Coefficients, GCp. (Roof) Effective Wind Area (SF) Zone 1 Positive Negative GCP (Roof) Zone 2 Positive Negative Zone 3 Positive Negative 10 +0.50 -0.90 +0.50 -1.70 +0.50 -2.60 20 +0.45 -0.86 +0.45 -1.52 +0.45-2.40 30 +0.40 -0.85 +0.40 -1.42 +0.40 -2.32 50 +0.38 -0.80 +0.38 -1.32 +0.38 -2.19 100 +0.30 -0.80 +0.30 -L20 +0.30 -2.00 10, .� .� 12- �, �- arm► t3 ^w Amowe �� d 04) PCr X 11 - EXISTING 28" C.I,P. CONCRETE TIE BEAM TOREMAIN REPAIR EXISTING N" CEMENT 1 1 l 1 PLASTER FINISH WJ FLUID APPLIED BONDING AGENT AND 3 NEW CORNER BEADS NEW OVERHEAD GARAGE DOOR NOA: 12-0110.08 is-; `,.�� x�' /�• ,f�, ! fs�. ; l/ff�r _ f EXISTING CMU WALL / f�f BEYOND TO REMAIN. •s`/ fs f �.�p �'rl /p EXISTING CONCRETE BEAM I EXISTING C.I.P. CONCRETE SLAB TO REMAIN � �- f A fid .°'pr'r°'f ,,s �J/, °'✓',`� . f r •.P�` EXISTING DRIVEWAY TO co 'r' j �. f ;, REMAIN k4 Level 1 e 0 OII /�i j /p�` f ✓. p!!f`' .ref,',/ i GARAGE DOOR SECTION - > 3/8" = 1'-0" f fdj �Pf/f/,iii DRILL AND EPDXY #5@18"O.C. a f! f�s!f USING HILTI MY -150. EMBED=S" ' . .... ' r EXISTING 8". CMU ' WALL TO REMAIN w EXISTING GARAGE TO ° REMAIN NEW OVERHEAD y _ GARAGE DOOR 4 NOA: 12-0110.08 #3 0012"O.C. " ® 8'• 2 � S-1 ACONBULTINB ENGINEERS, INC W 142PL AVENUE 9 7320 8�?"l ®OWN ®Y: JAP Plane 3.1 I PHONE: GARAGE LINTEL DETAIL EXISTING GARAGE PLANJim C.A 3" =1'-0" 3/16" = 1'-0" LICENSE DN �UE-ENERR P.E. ®7RR. ,, ra-a6`f3 JAN 17 1/4" TAPCON W/ 1-1/4" MINIMUM EMBEDMENT INTO CONCRETE GROUT SOLID, AS REQUIRED, STUCCO WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAU LK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER. 9YP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W1 AN APPROVED EXTERIOR GRADE CAULK BY OTHERS. (TYP.) 3. WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE MASONRY IS LESS THAN 11W, SHIMS OR BUCKS ARE NOT REQUIRED. JAMB DETAIL HORIZONTAL SLIDING WINDOW DETAIL SCALE N.T.S. GROUT SOLID, AS REQUIRED I - P. � 1""! DRAWN M JAP 01117=4 Dues. erg l Details 1.1 EXISTING 28" C.I.P. CONCRETE TIE BEAM TO REMAIN REPAIR EXISTING 518" CEMENT PLASTER FINISH W/ FLUID APPLIED BONDING AGENT AND NEW CORNER BEADS NEW OVERHEAD GARAGE DOOR NOA: 12-0110.08 EXISTING CMU WALL BEYOND TO REMAIN EXISTING C.I.P. CONCRETE SLAB TO REMAIN EXISTING DRIVEWAY TO REMAIN GARAGE DOOR SECTION 1 3/8" = 1'-0" 1 1 - — -i - - - Level01 EXISTING 8" CMU` . WALL TO REMAIN EXISTING GARAGE TO '.REMAIN 4'N HEAD DOOR: • 2-0110.08 --1'-4" 15'-3" 1 A1.2 AN' EXISTING GARAGE PLANn_A ��4 3/16 1-0 .�„a. DRAWN BY: JM 01117JM14 Plans 1. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 21, 2014 Permit No: RC13-2643 Building Critique Review 1. Provide application for the revision. 2. Provide structural detail and calculations for the new beam extension at the garage. 3. The window should be installed as per the requirements of the N.O.A, if using grout to fill a gap greater than 1/4" you must provide a one-time product approval. Ismael Naranjo Building Official Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. W Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-203434 Scheduled Inspection Date: January 14, 2014 Inspector: Naranjo, Ismael Owner: BROMLEY, MICHAEL Job Address: 101 NEI 10 Street Miami Shores, FL 33161-7045 Project <NONE> Contractor: AG STAR CONSTRUCTION INC isuuamg uepariment comments Permit Number: RC -11-13-2643 Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Alteration Phone Number Parcel Number 1121360040230 Phone: (305)457-9970 REPLACE 14 WINDOWS AND 2 DOORS REMODEL Infractio Passed Comments KITCHEN AND 2 BATHROOMS I INSPECTOR COMMENTS False Passed Inspector Comments a �� Failed,' Correction Needed — _ �___=-=-______ __ - Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 13, 2014 For Inspections please call: (305)762-4949 Page 11 of 28 r Miami Shores Village ,= Building Department Nov Z 12013 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 'BY: INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: UILDING FBC 20 Permit No. Master Permit No.9,L) ? 21H _� ROOFING JOB ADDRESS: Ii 1 t ® City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes ti OWNER: Name (Fee Simple NO V Flood Zone: Address: -7-403(n Zl. r-IyV1/ �� Ar -►E? I�"� City: State: •1✓ Zip: Tenant/Ussee Name: Email: CONTRACTOR: Company Name: ^jG S—+, 4— =ice.! c�9-�`�, Phone#: S %9 iA Address: 1 g �x--1 W t 12r f-, r -e ' A - City: r-tr1 t Gr-,� i State: ;=: L . Zip: Qualifier Name: I e.— - 1 0 e--2- Phone#: 15n -v,- --'- 1 State Certification or Registration #: GG G 1 S 1 (0 Oa 1 Certificate of Competency #: Contact Phone ` Email Address. ---r-<-- �� i��A`996` aes.. id Flgi#67rt'.B��p g@it Y . ,a �" . � A J° V(�i � v° 60E4 Ei3 value. �j'ork for this `fie ® a;.'4a SP Squabear Foofaje of Work: work: ❑Addition ❑Alteration C�Repair/Replace Description of Work: c, C, Color thru tile: Submittal Fee $ � 2 n5 Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO/CC $ DBPR $ Bond $ Technology Fee $ ❑Demolition TOTAL FEE NOW DUE $1-111,0,06 , Bonding Compan'spNatrte (if applicable) t Bonding Company's Address City ` State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. In Signature Signature_ p(� Owner o Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 V" by �M ;--c� Ily known t -�, 11,V� `d 20 bye 1 C,CiiC—(�PZwho is pers e or who has produced Jol nally kn to me or who has produced As identification and who did NOTARY PUBLIC: Sign: Print: Nay Pdit • an of fRs w^ My Comm'. EWM Fab 24.2017 commbswo EE 677443 My Commission Expires: APPROVED BY G Plans Examiner as identification and who did take an oath. ARY PUBLI dt3SE M. SANTANA a� Notary Public - State of ( • My Comm. Expires Fab 24.201 i Commission #F EE 677443 ` Bpn�tgQ Thtnugh NAM Print: J U3 t:-- My Commission Expires: Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012) XRevised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) PERMIT # PJ -r Li CONTRACTOR: s SUBMITTAL DATE: ADDRESS: 1 j NAME: RESUBMITAL DATES: PROJECT ZONING FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRSIDERM Pl-UMBNVG � NOC MECHANICAL IBLDG RAMMS ENGINEERING, INC. Kd=.85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010 Robert S. Monsour, P. E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 N1 Height Maximum Effective Wind Area or, Tri utary Are 10 20 30 40 -1.40 -1.29 -1.23 -1.19 Effective Wired Area or, Tri utary Are in Square Feet 15 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 37.8 25 44.6 42.6 41.5 40.6 40.0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 45.9. 44.9 44.2 43.6 50 51.8 49.4 1 48.1 47.1 46.4 45.7 60 53.7 51.2 1 49.8 48.8 48.1 1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 N1 Height Maximum Effective Wind Area or, Tri utary Are 10 20 30 40 -1.40 -1.29 -1.23 -1.19 Effective Wind Area (or, Tri utary Are in Square Feet 15 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 1 -53.8 1 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 = Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 N1 Height Maximum Effective Wind Area or, Tri utary Are 10 20 30 40 -1.40 -1.29 -1.23 -1.19 in Square Feet -50 -1.15 60 -1.13 15 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3. 25 -59.8 -55.8 -53.4 .-51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54 50 -69.3 -64.7 1 -61.9 1 -60.0 -58.5 60 -71.9 -67.0 1 -64.2 1 -62.2 Length of End Zone (a): 10% of least horizontal dimension or .4 but not less than 4% of least horizontal dimension or 3 ft. (h = rr NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE T, -60.6 N1 whicheve i mal11�1 an roof hei ht in feet). . N FOR FLAT OOFS. Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschrelber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 9 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtf#Hjomu3L8Yf... 9/19/2012 1~'londa Building Code Online Date Submitted .,03/04/2012 Date Validated 03/11/2012 Date Pending FBC Approval Date Approved 03/14/2012 Page 2 of 3 Summary of Products FL # IModel, Number or Name Descri ton 8959.1 Metal -edge Steel Side -hinged 6'-8" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sldelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2D15 Design Pressure: +50.5/-55.0 Installation Instructions Other. Evaluated for use in locations adhering to the FL8959 R2 II FL0174.t) Florida Building Code Including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL8959 R2 AE 502A.pdf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail D G-MA-FLO174-07 for additional Information. 8959.2 Metal -edge Steel Side -Hinged 6'-8" Impact Glazed O/S Single or Double Door w/ or w/o Door Unit Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R2 C CAC NI008080.01.PDF, Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use In locations adhering to the FL8959 R2 II FL0174.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 6'-8" max nominal size. FL8959 R2 AE 502A.pdf When large missile Impact resistance Is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG-MA-FLO174-07 for additional information. 8959.3 Metal -edge Steel Side -Hinged 8'-0" Impact Glazed I/S Single or Double Door w/ or w/o Door Unit Sldelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +47.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R2 II FL0176.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL8959 R2 AE 501A.Ddf When large missile Impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG-MA-FLO176-08 for additional information. 8959.4 Metal -edge Steel Side -Hinged 8'-0" Impact Glazed O/S Single or Double Door w/ or w/o Door Unit Sldelites Umtts of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL8959 R2 C CAC NI008080.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/31/2015 Design Pressure: +50.0/-50.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL8959 R2 II FL0176.pdf Florida Building Code including the High Velocity Verified By: National Accreditation & Management Hurricane Zone, and where pressure requirements as Institute, determined by ASCE 7, Minimum Design Loads for Created by Independent Third Party: Buildings and Other Structures, does not exceed the Evaluation Reports design pressures listed. 12'-0" x 8'-0" max nominal size. FL8959 R2 AE 501A.0d When large missile impact resistance is required, Created by Independent Third Party: Yes hurricane protective system is NOT required. See detail DWG-MA-FLO176-08 for additional Information. http://Www.flondabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgdffljomu3L8Yf... 9/19/2012 J~ londa Building Code Online Page 3 of 3 Back Next ... Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Ceovrieht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address H they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick hArL. Product Approval Accepts: RE FM ON M http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgtfffljomu3L8Yf... 9/19/2012 STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to cell home" JED sasw taolmmor I A 0. Col. � r 7HAMU$ L. COW^ RIA sem"y Florida Bm'Iding Codon Raul L R.odiigue4 ATA,MM Date: December 6; 200+6 R w Demimw ar i t' , of Product Compliance for the High 'Velocity Elindcame Zte and Other Amus Accopft " NOWd" Florida SbAdm section 553.542, govem local and state aWwvah of b 0diog p vdmb Y related to the sGractmal wand rutgNm of bnddings. The law establishes specific methods floc manaWtutwo to dI, e complianca with the Flarlds Buung Code but givss the mouficb= the option of obtwft eithter local or side approval- ft& apptoved Mducts must be accepied by local jA-Actions whhin d e h ndtofi ms of use established by the stabs appratml without rpt for further testi evsluadOn or wbanissian of (Florida StioM section 553.$42(4) Prodi or methtods or systtmas of coartxtion Nquiting approval UGdW s. 77 must be appntved. by 0W of tlm methods astadtlisled itt subset cm ($) bofcue Oleic tee in cion is this state. Products may be approved by the moa Act sWAwide use. g a. local psi authority to amend the Florida Building Code as para kW is this ack statewide apptoval shall pmhtb lel *isdigdous $mxs fuith� toying, nabdjDN or submission of other evidwce as a mnditfon ofusing the product so long as ft product is b ft used confsiAwt with the conffldow of its approval.} When a product is state uppuffou lire poeg j on's = tofily .extends only to ddmmhft this product is being used within the condWow esWAMW by the Koval. } Approval by the Stste or Miami -Dade County allows =epU= of a pgo&=t Ear use within the HVHZ However, the b4dbg permitting auth orby mist dd=nitewhence'products 000n07 with the regal of the Cods specifim to the bufl&2g they are used lou. The Stelae or rami -Dade appovals provide the islfvrmation requind for this deftunh ation. Fuld ' I testing or engineering wflumion catmot be requited unless the permit applicant wishes to demwLsbuto the pi+oduc.t can be used outside of the sppmved limitations ofusa. 2686 8t1U11ARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32399-2708 Phone:.830.488.8488I3uncow 278.8498 FAX: 860.924.078!/Suncom 291.0781 Internet address: httn•/lwww de{Lstste f! tts CWTICAL8TxMcoNW 1rEW0RiC& Comm"TYl7.ANIM OWMENOMMAQiNIM "ousW3.CoxuupWffoe/34' 1Wr SENA70R MICHAEL S. "MIKE" SENNETf 218 DOW Chairman Raul Rodriguez Drat of Community Affairs Building Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 79HE FLORIDA SENATE Taffshassee, Flortda 323ss-1100 October 26, 2006 co cr gw SwAms AppWfalbns .rourrc� Adrntrbattve Procedures Chairman Raul Rodriguez: It has come to my attention that certain jurisdictions are not accepting state approved products unless those products also have a Dade County Notice ofAccepiance (NDA), even though the state -approved products are being used consistent with their approvals.As vu know, the law cl states that a product bearin a Florida oduct roval does not MM further documentation for use oftbat vro uct sne6 rally AA taw. :n E S,vt RAIVIN anA /d1• (3) Products or methods or systems of construction that require approval under s. , that have standardized testing or comparative or rational analysis methods established by the code, and that are certified by an approved product evaluation entity, testing laboratory, or certilication agency as complying with the standards specified by the code shall be approved for statewide . use. (4) Products or methods or systems of construction requiring approval under s. must be approved by one of the methods established In subsection (5) before their use in construction in this state. Products may be approved by the commission for statewide use. Jurisdictions such as Parldand and Coral Springs as well as others in the Palm Beach, Broward and Dade County area stiff believe chat an NOA is required for all products Requiring. an NOA is counter to the entire state product approval system and basically negates the exorbitant time and money spent by manufacturers to get their products tested, approved and validated for use within our state. There is a detrimental economic Impact to manufacturers when products are delayed In getting to market REPLYTo: O 218 Senate VddffiVwdPMftsSbra Park Surie 90, M Cortez Road Met Bradenbi; Florida 34210 (941) 727.6349 . ButWI% 904 South Monroe Street; Tab e, Florida 32399-1100 (850) 487 -SM - Senate's Website: awvw.tisenategav TOM i = CHARLIE CLARY President of the Senate President Pro Tempore October 26, 2006 Page 2 1 am requesting the department and the Florida Building Commission develop a memorandum that highlights the requirements specified in the law and that clearly indicates that a separate Dade County NOA is NOT required for state -approved products. I also recommend that this memorandum be distributed to all local building officials and posted on the BOAF website. I look forward to worldng with you towards a solution to this problem. Sincerely, Michael S. °Mike Bennett CO.' Secretary Thaddeus Cohen Tom Yeatman, Staff Director, Community Affairs NOTICE OF LRODUCT CERTIFI!QATM Companly.� Masorrltc International Corporation Certilllcation Pio.: NI008080.01 19551'owb Road Certification Date: 06/0212007 West Chicago, IL 60183. Expiration Date: 05131./2015' Revision Date: 12/09/2011. Product, 1Vlcltal Edge Steel Impact Gbzod Inswing or Ontswing Door w/ and w/o Impact.Rated Sidelites (W/Wood Frame unless noted) Specifications Tested To: ASTM E3301TA3 201n021203 Impact Rating; Large Missile Impact Rated The "Notice of Product Certification" is only valid if the NAIifl Certification Label. has been :applied .to. the product as described within this:document. The certification label represents product conformity to the applicable speCitYcatioit and that all certification. criteriahas been satisfied. This product has .been approved for listing' within L NAMF's Certified Product !sting at vvw. . -wa Weerti�atiomeom,, NAMI's Gertif eatlan Program is accredited .by The American National .Standards Institute (ANSI). "lfgh IDam Threshold National Accreditation & Management Institute, Inc.14794 Georgie 'Washington Memorial $ighwa ess,� 23,072 Tel: (804) 684-3124 Fax: (804.) 684-5122 NAM .AUTUORIZED :SIGNATURE: Inswing G1azed Desigit Wator.`Test 1v11ssile TestReport:Number Configuration or or Matxlmu14 Pressure Pressure: Impact Drawing Number & Qutswift PPAU" sin EtO ted Comments X Single Gly rV is 6'r +50.51-55,0 Z80 psf Yes NCTL:2.10-3431.1 A mintuin Panel Size, 3'Q" x 6'$" Anchor Demis-MA-FLQ174-07 X Single O/S Glazed 3V'x 61" +55,01=50.5 6:0 psf 8.25 isf` Y'es. :NC"1`L-210-3431-1 M dMInn Panel Sizer. 3'0" x6'8" Anchor Details-MA-Ftbl%-07 XX Double I/S Glazed 6'0" x G'$r' +.50;5/-55.0 2.0 Osf` Yes NQM-210-3431-1 Mmdnmm Panel size: 3'0" x 6'8" Anchor Details -MA FLOI74-07 XX Double O/S Glazed &0" x 6'8" +55.:01.50.5 6.0 psf 8.25 psf* Yes NCCi210-34311 Ma tem Panel Size -T0" x•.6'8" Anchor Details-MA-FWI74-07 XO/OX 118 Qlaze i.Doczr ('0" x 6:' " +50.51-S :Q 2 86psf' l olr-i'es NM 210 3431-1 Single w/Sidelite Glazed Sidelite Std lith- s Maxi!kunn Panel Sim 3'o" x:•6'8" Anchor DeWls-MA FlAl74-07 XO/OX Single w/Sidelites t11S Glazed Mor Glazed SidellW.25 6'r x 6V +-$5.01-60:5 6.0 psf psf* Mor -Yes Sidelite Yes Nr CL�210�431-1 Maxihlwn Panei Size, 3'0" x 6'8" OXO Single w/Sidelites YS Glazed Door Glazed Sidelites 910" x 6"$1' +50.51;55.0 2.86.psf Door -Yes Sidelites-Yes NCM -UO -3431-1 Maxinnan Panel :Sizer 3'0" x 6'8" Anchoar Details-MA-FL0174-07 OXO Single W1Sidelites O/S Glazed Door Glazed $idelites 9'01' x 6'8`i' +55.0150.5 6.0 psf 8.25 psf"` Mor -Yes: Sidelites!.Yes NCrt -210-3431-1 Maximum Panel Size: 3'Q" x>6'8" Anchor Data IWA FL0174-Q7 OXXO Doable wlSidelites FIS Glazed Doors Glazed Sideiites 12'w, x 6'$" +50.3135:0 2.86 psf Mors -Yes Sidel'fs-Yes NCTL-210,3443 t-1 Maxiinum Panel 8ize-11w, X 6'8" Aitftr DoWIS-MA-FLO174--07 OXXO O/S Gly Dors It'll' x. 61" 0, psf Doors -Yes W-11-2-1.0-343-14 Double w/Sidelites Glazed Si&rft:es 8.25 psf ` SiddUtes-Yes 1 size: YO"x:6'8" An ds -MA -F40174-07 "lfgh IDam Threshold National Accreditation & Management Institute, Inc.14794 Georgie 'Washington Memorial $ighwa ess,� 23,072 Tel: (804) 684-3124 Fax: (804.) 684-5122 NAM .AUTUORIZED :SIGNATURE: M 1 of 4 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer. Masonite Lewisville, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Product: Double Door with sidelites 12'x6'8" scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG -MA FLO120-05 DWG-MA-FLO132-05 DWG -MA FLO147-06 DWG -MA FLO162-07 DWG-MA-FLO122-05 DWG -MA FLO134-05 DWG-MA-FL0151-06 DWG-MA-FLO168-07 DWG -MA FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG -MA FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG -MA FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG -MA FLO156-06 DWG4MA-FL0174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG -MA FLO160-07 DWG -MA FLO175-07 Anchors to be aualtfied: Anchor calcul Won& minimum reaulred anchors ?WEA] 171 3 154 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" ITW Tapson, for masonry installation Design pressure: 60.0 psf Anchor capacity in shear condldon. Fastener type: #10 wood screw (NDS 2005,11.3) Side member: Douglas Fir -Larch Main member. Spruce -Pine -Fir Side member thickness: t,= 1.000 In Main member thickness: t„= 1.500 in Side member dowel bearing strength: Fm = 4,650 psi Main member dowel bearing strength: F. = 3,350 psi Minimum required penetration: 1.330 In Screw bending yield strength: Fyb = 80,000 psi Duration Factor: Cil = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 lbs/anchor Mode IV Fastener type: 3/16" ITW Tapson N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing. 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 In C to C spacing factor. 1.00 Tabulated shear design value: Z = 197 lbs N/A Actual edge distance: 2.50 in OK Design value per interpolation: Z = 189 lbs 463 Allowable Design Value: Z'= 189 lbs/anchor 171 5 93 MininMn anchor' capacity: 171 lbs/anchor 7.7 Note: Anchors wfu► the least capachy is used for calcuuleuons to quallly anchors with higher capec;W. Anchor calcul Won& minimum reaulred anchors ?WEA] 171 3 154 Double Pressure against stops with Maim threshold: 36.38 36.38 Design pressure: 60.0 psf fi EA1 At Y 79.25 Al e 72.75 2or►e Aran (ft2) toad (lbs) rnd. nn) Max. O.C. (in) Anclwr' Rcsttlt Cap. Load abs) Obs) AI 2.3 138 N/A N/A171 1 138 OK AZ 7.7 463 6.00 171 5 93 OK As 7.7 463 N/A ?WEA] 171 3 154 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 I 2of4 . Lu/s R. Lomas P. E 1432 Woodford Rd. Manufacturer. Masonite Lewlsv9Ie, roc 27023 Report#: 502A 335-945-9695 Date: 12/29/09 DoublePressure away frrom stops: 36.38 36.38 I A 2I All I Al 79.25 72.75 Double Pressure awkist stops with saddle tkwhold• 36.38 36.38 Al Al � A2Y YAC I 79.25 Design pressure: 60.0 psf Design pressure: 60.0 psf 36.38 36.38 37.50 max. max. Anchor A2IL ABY Area Load Ind. Load 79.25 �; Load Zone (ftz) Obs) On) .0 Result with sideHtes qty O.C.Load Result On)AI Load Result A3 10.0 601 6.00 21.00 171 5 120 OK AZ 10.0 601 WA WA 171 4 150 OK Design pressure: 60.0 psf 72.75 Double with sideUtes Pressure against stone with buem threshold: 37.50 36.38 36.38 37.50 max. Al Anchor A2IL ABY Area Area Load yud. Load 79.25 Al A4 A4 Al zone Obs) On) *C* with sideHtes qty O.C.Load Result 5 Load Result A3 7.8 468 1 WA (1h) Ar 2.3 138 WA WA 171 1 138 OK AZ 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 WA WA 171 3 154 OK A4 10.0 601 WA I WA 171 4 150 OK 72.75 Double with sideUtes Pressure against stone with buem threshold: 37.50 36.38 36.38 37.50 Al Al \ A2IL ABY Y_ Y_ YA2 14 A3 II Load 79.25 Al A4 A4 Al 146 147.75 7we Double with sideHtes Pressure gway from stogy 37.50 36.38 36.38 37.50 Load abs) Al Al Cnp. Obs) A2IL l 14 1 J 79.25 Ar 14 A3 II Load Al Al 171 1 Design cressure: 60.0 osf Design pressure: 60.0 psf Area (ft) Load abs) Ind. (in) M"' Cnp. Obs) Anchw Load Obs) Result Ar Area Load Ind. WA 171 1 146 OK 7we (ft) Obs) On) O.C.Load 171 5 Load Result A3 7.8 468 1 WA (1h) ads; 3 Obs) OK Al 2.4 146 WA WA 171 1 146 OK AZ 1 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 1 468 WA WA 171 3 1 156 1 OK A4 2.3 1 138 WA WA 171 1 138 OK As 7.7 1 463 WA I WA 171 3 154 OK Design pressure: 60.0 psf 147.75 Double with sidelites Pressure a at�ps with saddle threshold: 37.50 36.38 36.38 37.50 A2Y�Y_ B I I I 79.25 A7 Al 147.75 Desian pressure: 60.0 psf Zan Area (ft) Load abs) Ind. (in) M"' Cnp. Obs) Anchor Load Obs) Result Ar Area Low Ind. WA 171 1 146 OK 2wre (ft) Obs) On) *C* 171 5 Load Result A3 7.8 468 1 WA WA 171 3 156 OK Ar 2.4 146 WA WA 171 1 146 OK AZ 1 7.9 473 6.00 1 21.00 171 5 95 OK A3 8.9 537 1 WA WA 171 4 134 OK A4 10.0 601 1 WA WA 171 1 4 150 OK 147.75 Double with sidelites Pressure a at�ps with saddle threshold: 37.50 36.38 36.38 37.50 A2Y�Y_ B I I I 79.25 A7 Al 147.75 Desian pressure: 60.0 psf Zan Area (ft) Load abs) Ind. (in) Max. O.C. (in) Cnp. Obs) Anchor Load Obs) Result Ar 2.4 146 WA WA 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 7.8 468 1 WA WA 171 3 156 OK A4 8.9 537 WA WA 171 4 134 OK As 2.3 138 WA WA 171 1 138 OK A6 7.7 463 WA WA 171 3 154 OK A7 1 10.0 601 WA WA 171 4 150 1 OK Luis R. Lomas P.E. FL No.: 62514 1/7/2010 3of4 . Luis R. Lomas P. E. 1432Woodford Rd. Manufacturer. Masonite LOWS016, NC 27023 Report #: 502A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door with sidelites I Sod G _ - m ry Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. Luis R. Lomas P.E. FL No.: 62514 1/7/2010 4 of 4 Luis R. Lomas P. E. 1432 Wboftrd Rd. Manufacturer Masonite Lewlsv8re, NC 27023 Report P 502A 336-945-9695 Date: 12/29/09 Anchor Locations: Double door 36.38 35.38 6.00 TYP. — 6.00 TYP. — 18.19 TYP. 3.00 TYP. -+ f l 1 6.00 T- 13.45 MAX. O.C. 1 79.25 i 6.00 1 Note: Anchor locations Indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. Luis R. Lomas P.E. FL No.: 62514 1/7/2010 MIAMF MIAMI-DADE COUNTY • PRODUCT CONTROL SECTIO11 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadUalgeral Lawson Industries, Inc. WI NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AEU). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested. for duality assurance purposes.. If thisproduct or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHS may inu mediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Budding Code, including the High Velocity hurricane Zone. DESCRIPTH?N; Series "HS— $7'00 (Flange Framer Aluminum horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L9700--0901, titled. "HS -8700 Horizontal Rolling Flange Impact Window", sheets I through 10 of 10, dated 05/30/09 with revision A dated 01!25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been. filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shalt be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 11-0705.10 and consists of this page 1 and evidence pages 13-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 )Or3lI q,t� Page 1 LawsOn Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing Na L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Waxer Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per. FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4,1/2,1/4 and 1/3,113,1!3) configuration, prepared. by Hurricane Engineering & Testing„ Inc., Test Reports No.'s: IIETI-10--3047, JHfETI-10-30481, HETI---10-3049, HETI-10-3049-14 HETI-10- 30505 BETI-10-3051, HETI-10-3052% HETI-10-30539 HETI-10-30561 HETI-10- 3057, BETI-10-31309 HETI-10 31319 HETI-10-32239 HETI-10-32249 BET -10- 3225, BETI-10 3226 and HETI-10--3251, dated 11/09/10,03/23/11 and 04/25/11, signed and sealed. by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted w der preWoas NOA No. 11-11705.10) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Testy per FBC 2411.3..2..1, TAS. 202.-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI--08-2034, HETI - 08 - 2035, HETI - 08 - 2036, HETI - 08 - 2037, HETI - 08 - 20389 BETI-08-2116A and BETI-08-2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) wanue . er Product Control E m r NOA No. 12-0 .08. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 Lawson Industries, Inc. NQTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuED) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203=94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and F11-3364, dated 12/06/01,12/11/01 and 01/28/002, all signed and sealed by Luis Antonio Figueredo, P. E. (Submfted under NOA No. 02•-©2.05) C. CALCULATIONS: 1. Anchor verification calculations and -structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/28109-, revised on 0.7/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERIMCATIONNS 1. Notice of Acceptance No. 11-1624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their `DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12111/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 0512111.6,. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. '. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued. to Lawson industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window - L.M.I., approved on 09/08/11 and expiring on 04/11/12. Manse Pe Product Control NOA No. 12-01 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 I♦^ 10 W,-40vq 4's l t o 14 nen A3 j-, 8 Dim NOTE: ox I I X9 1 REM TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS A. Al. S. & BI". REFER TO SHEET P3 FOR HORIZONTAL Com -SECTION DETAILS C, D. & E" REFER TO SIRM 04 4) BBFRR TO SHORT 8 OF 10 FOR DESION LOAD CHARTS AND NOTES. A Al \N. E •\, D �� 0 B 1 . VELOCITY HURRICANE ZONE(}�YHZ) AND ASTM 1300-02. TTH]S PRODUCT IS IMPACT RESISTANT. (S%=MGT REQUITED) NOTE: ox I I X9 1 REM TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS A. Al. S. & BI". REFER TO SHEET P3 FOR HORIZONTAL Com -SECTION DETAILS C, D. & E" REFER TO SIRM 04 4) BBFRR TO SHORT 8 OF 10 FOR DESION LOAD CHARTS AND NOTES. A Al 0 wy-%cl ®w* r _Equal Lite (tza- a-1/3) NOTES: t REFER TO SHEET' 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS "A. Al. B. & St' WEB TO SHEET 03 3) FOR SS HORIZONTAL CRO -SECTION DETAILS 'D, & E"'REM TO SHEET 05 4) REFER TO SHEET 8 OF 10 FOR DMGN WAD CHARTS AND NOTES. 00 sil General Notes: 1.) THIS WINDOW SYSTEM DESIGNED'AND TESTED TO COMPLY WITH THE 0 .18 REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH . VELOCITY HURRICANE ZONE(}�YHZ) AND ASTM 1300-02. TTH]S PRODUCT IS IMPACT RESISTANT. (S%=MGT REQUITED) B 1 E U RESISTS THE SUPMWOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B:C. & TO BE REVIEWED BY BUILDING GEM= 4 0 wy-%cl ®w* r _Equal Lite (tza- a-1/3) NOTES: t REFER TO SHEET' 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS "A. Al. B. & St' WEB TO SHEET 03 3) FOR SS HORIZONTAL CRO -SECTION DETAILS 'D, & E"'REM TO SHEET 05 4) REFER TO SHEET 8 OF 10 FOR DMGN WAD CHARTS AND NOTES. 00 sil General Notes: 1.) THIS WINDOW SYSTEM DESIGNED'AND TESTED TO COMPLY WITH THE 0 .18 REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH . VELOCITY HURRICANE ZONE(}�YHZ) AND ASTM 1300-02. TTH]S PRODUCT IS IMPACT RESISTANT. (S%=MGT REQUITED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING E U RESISTS THE SUPMWOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B:C. & TO BE REVIEWED BY BUILDING GEM= 4 3) ANCHORS SHOWN ON SHEEP 2 OF 10 ARE AS PER TEST UMTS. ANCHORS ON o� ALL WINDOW SIZES ARE NOT TO EXCEED THESE NAXnwM SPACINGS ON CENTER 04 (O.C.), AND AS TABULATED ON SHEETS 8. 7. or B. T9 4.) ANCHOR CONDITIONS NOT DESCRIBED 1N THESE DRAWING'S ARE To HE ENGINEERED ON A SITE SPECIFIC HAMS. UNDER SEPARATE APPROVAL AND g ED TO BE REVIEWED BY BUILDING OFFICIAL. E 8.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES Ly TABULATED HEREIN (SEE SHEET® B8. 7, or 0, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SDE SHEETa #8, 7 or 8). _ JLL 8.) WINDOWS WITH GLASS TYPES A. C, OR G" INSTALLED ABOVE MT. � Q IN THE HVtM THE E.G. EXTERIOR LTTE $HALL BE TEMPERED. PG 7.) SEE SHENT 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SIM&T 9 FOR GLASS TYPES. "XO w N (� ~$ F a 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON or OX- WINDOWS. p 10.) SEE mm 7 FOR DESIGN PRESSURES ON EQUAL -LITE -XO$- WINDOWS. XOX - Un -Equal Lite (1/4-1/2-1/4) PRODUCTROVISED 11.) SEE SHEET 8 FOR DESIGN PRE S UbtES ON UN -EQUAL UPE "XOX- WINDOWS. N 1) RIS TO WERT 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. -A, a� 12.) FOR OPTKINAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. C x 13.) RXT. & DIT. FALSE CDLONI" MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILCONE F A 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED SERIES -8700 HORIZONTAL SLIDING IMPACT WINDO f/ to (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEEP F3. 4 & 5 FOR DETAILS APPROVED ELEVATIONS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FBC CHAPTER � � ,1 24 SECTION 11.3.3 3. 18.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE NULLED UNITS. ��111 18.) SEE SHEET F 8 FOR MULWON/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) NULLINO HORIZONTAL SIMINO WINDOWS WITH OTHER TYPES OF M1AM1-RADE COUNTY APPROVED WINDOWS USING A WW -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT ETHE LOM DESIGN PRESSURE NTIRE SYSTEM FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE {I 10.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DI891MIAR MATERIALS TO BE. � PAINTED Olt. PLATED AND SHALT. MEET SECTTON 2003.IL4 OF THE 2010 FLORIDA BLDO. CODE. " ED E B 1 JLL XOX - Un -Equal Lite (1/4-1/2-1/4) PRODUCTROVISED N 1) RIS TO WERT 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. -A, QewoT�ft wwbs AwaFttmaatb - i7 2) POR YFRTICAL CROSS-SECTION DETAUS Al, R, & B1" REFER TO SHORT /3 3 FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E' SERER TO SHEET IIB BxptraNcal� •�~N�"N�-� 4) REFER 70 SHEET 7 OF 10 FOR DEMON LOAD CHARTS AND MOTEL SERIES -8700 HORIZONTAL SLIDING IMPACT WINDO f/ � APPROVED ELEVATIONS UNIT SIZE: t11" E Be * RD 3/8' OVERALL FRAME WIDTH 9EST UNIT Sm 9.4" a 88• 74• OVERALL FRAME WIDTH DI6lW LATION FASTENERS 84 3/8• INTERIOR FRAME WIDTH RXIAUATION FABTEN (A) 10 AT FRAME HEAD O p (4) 0 AT FRAM MEAD 73' INTERIOR FRAME it y. pa AT FRAM VEND m• aewE Sao ET s Q AT FRAM BaAo m ABOVE Toa D A C (B) 30 AT EA. FRAME SILL A A9 ./- id'"rOTAU (D) 0 AT EA. PAM SIL ,/ ppTSSr'cn4 Au a• (0 AT FRAME SIN. IF DP ABOVE 70.0) A Al {14 AT FRAM SRL EJ IF DP ABOVE 70.0) 1373'—I (c)(as A4 EA. FRMS; JAMB ts• 4 � R� � (c3 O AT EA FRAME JAMB �a 4 Ow U SEN GENERAL NOTE #3 s 94. (tax oJx) • BEE OSMRAL NOTE 13 & (a. zq -1� I Fl, F b ={!. ___- 13 tIr Ot �� 13 t,4-' OC z e EA E I s is gam+ 13 V4• QC. xxx, ------ 'o 13 wr oz C} �f� e LT 81 . Ii � 13v•Gc. B B1 ei I� � L3v•nc p 6d i d dl � tP�• O 8 TV0 AD IA1� ANpi�tB REOU�ED �( yy/ 1 L SAME ANCHOR SPACING AT READ AT MEETING RADS FOR UNITS WITH py 8. TWO ADDITIiINO. ANCiHORg REDIORED APDL VI -0 1� DP ABOVE •70PSF / - 751W14 TTLI AT IR:ETDYi RAR.S FOR IDgTS WITH NN�pTEFgC�' OX" WINDOW?EQUAL LITE oP AeDWE •/- 7DPSF a TorAw %%VERTICAL CROSS-SECTION DETAILS '0.N 0, 6 BI• AT SHEET 03 �7CO" WLNDOIP EQUAL LITt:: TEST UNIT 81m III" Y 03" B. SEE HORIZONTAL CROSS-SECTUN DETAILS t, .. 6 V AT SHEET 45 NOTES, —�OX" R[Y�IERBED' ) DDSTALLATIQN FA81'BNMS ty Ill' OVERALL FRAME WIDTH L >E VERTICAL CROSS-sECTnnu l�TAI.S •0. Al. & B Bt• AT SHEET 53 (A} 10 AT FRAME NERD 1I0' INTERIOR FIR V1DTN 8. SEE IO1RIa0NTAt CROSS-SEC7O7N DETAILS •C, 0. 6 E• AT SHEET p CH)10AT FEA FRAME SH1 ABOVE 700 A (14 T FRAME SIN. IF DP ADM 90.0) A A i "� AL SERIES--$700 HORIZONTAL SLIDING WINDOW �� s {c) 8 A . RA FRAME JAM 1 +'+ i MpR�� a SSE OEIIERAL NOTE ¢3 a ®4. �•Au misi�s} RANGE N 8 W. oL . B B 1 i 13 v4. UZ JG 'i PRODUCPRBVJSW IAt !_ =Cot 4� v U SAME Am= pg�TL 95 WAD - EST ` pgLgC Fes, p� D1gm 9 0 $ IMO Mme$ F[N AT DILL �lE/30.IIC7N: A�AO.A>A •r•••* A E ♦ / -I Ce T7 ALT !KOX" WINDOW-- UN—EQUAL LITE a�. 1. SEE VERTICAL CROSS-SECTION DETAILS'A.• N614 8. ATAT T as 03 e. SEE F�21aONTA4 CRSS-SECTDIN 6E1' R 1/4' TAPCON V! 1 1/4• STUCCO OVER METAL LATH NAILED TO Y14 SMS V/ 11/4• MIN EMBEDMENT IRTp CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO VWD ISEE ELEVATION AT SHEET 82 1. ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET #2 4 FOR MAX. FASTENER SPACING) & TO BE REVIEWED BY BLDG OFFICIAL CTYPJ O XTERIpR FINISH BY OTHERS) FOR MAX. FASTENER SPACINGS 1 1/8' MIN. a WOOD BUCK AND FRAMING GOT BY LAWSON NOT L STRIES, INC. m INDUSTRIES) MUST SUSTAIN LOADS IMPOSED +.• EDGE DISTANCE BY THE GLAZING SYSTEM 4': ° . •0 1 14• MIN. :.o ,'� i :+?;I•o ' Q ' e ° ANIDEPMEW�•, v.8 A 4• e• vo T.•+ff. q 2X •e, ��ri W o W ,,^ +• .� +, .? EDGE 1• MIN. �$ � `•' � t% ' .rcr :tly;' a •',•:'� 'e I:. ANCE �2Y s•4w.. + '• ®S Aq O EXTERIOR GRADE 12 I/4• MAX 9. ,y . 1 +/4` C SHIM SPACE 2X iu V..) Cr• • 66 PERIMETER CAULKING (TVP.) Lh T % OC o V. 15 F• EXT. GRADr 11 p O CAILXM NBT BY 3FDN SPACE �../ V4* MAX 14 18 g L5i GA> SLI Y WHERS tTYP,) $' x (TYP.) 4 O P REDDINGCLEAR IC�P�ND HESIVE g OR v�j� 34 A i W RIOR 4 aC Is' mnZRIOR IN 4l RTOR Y ETAIL LAMINATED GLASS ALTERNATE D 14 WOOO FRAME DWALLATION D AR 6 IR 7 =OW DiSTAt j,ATION NOTBB: a 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 20 GRADE CALK TmWW* I$IT THE ENTIRE PERBMETER OF FLANGE 8 SILL RISER OPTIONAL BY WINEOW INSTALLER (TYP.) APPLIED WITH SILICONE B THE EXPOSED EXT. PERIMETER OF THE M VINpOV FRATO SEE DP CHARTS ON BE SEALED V! AN APPROVED EXTERIOR GRADE CAULK 2 SHEETS 04,q5, 6 M6. BY 07HERS tTYP.) I I j • WHEN THE CAP BRUMN INC WINDOW FRAME AND THE BUCK OR � d � t 0 /�`MASONRY Is I= THAN 1/B', SH MS ABB NOT RBW Jn=, ( jj) ! B 1 ! 13 ANCHORS NOTE: EXTERIOR GRADE ' y ;;; s„. GRADE '{s: �:.�:µx:„«?s{ j ANCIiORS T D12 SMS OR VA SCREWS INTO WOOD, OR ♦ye{!e /yu v:a • Elfi. : ..: 1!4 TAPC or APPROVED CONC FASTENERS INTO CONC., ♦♦� PERIMETER CAULKING :x a ver. „tv s: WITH A MDdtF9lR4 OF 1 1/4• PENETRATION INTO WOOD DR ♦ ��..�•"3a� I/4! MAIL e CONC. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ,•� dr. p e A A w .. 1/4' MAX. o • b • '.4} SHIM SPACES Bey A SHIM SPACE ,o ••n d 4.-1 1/4• MIN e. 1TYP.) ;:;I.:I'+, A 4 o o a tTYP.7 PRODt=RBV0W 'H 9' 1 1/4 MIN. • wXbthaBtadBa • EMB MM av ' t EMBEDMENT, 4 9 � ^o. d . e: q. No Z 1 1/O• MIN: a EDGE DISTanl1;E ' .OETlL iNSTALI A'16ION DETAIL aT 'XOqr OXa , �gNee a�r0♦®° ' 1114 SXS. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 112 F13R MAX. FASTENER SPRING) F➢ EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH 8Y OTHERS) NOT BY LAWSON INBUSTRIES. INC. 0 EXT. GRADE PERIMETER CAULKING NOT BY WSON SO AP BYE OTHERS HERS CTYPJ LACK (LATCH AND SWEEP) OPTIONiS 1. BOTH EXTRUDED AWKWUM AND PLASTIC LIFT HANDLE LOCX8 ARE QUALIFIED FOR USE ON ALL WHIDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALDN$D FOR USE ON ALL WINDOW& 9. TWO (8) LOCKS ARE RFO@UIRSD PER EACH PENT. :D GLASS SILICONE ADHESIVE BEDDING COMPOUND -% EMRIOR 73' MAX. --WINDOW FRAME BUCK WIDTH - 74' MAX. —WINDOW FRAME FLANGE VIDTH- "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOV FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYPJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME T13 BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYPJ • WHEN THE OAP BETWEEN THE WINDOW PRAMS AND THE BUCK OR MASONRY Is INS THAN 1IW, SHIMS ARE NOT REQUIRED. ANCHORS TO BE 612 SMS OR WA SCREWS INTO WOO OR 1/4' TAPCONS or APPROVED CUNC. FASTENERS INT WOOD, WITH' A MINIMUM OF 1 I/4`, PENETRATION INTO WOOD HIR CONC. (REFER TO LOAD TABLES FOR QUANTITIES RE9UIRED) .PT. WOOD BUCKS 114-1 X. •a (TYP.) H•1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEC ELEVATION AT SHEET 112 FOR MAX FASTENER SPRING? aGS"s. 4.4I 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS BY OTHERS (TYP�VDY & TO BE REVIEWED BY BLDG. OFFICIAL CTYPJ 2. WOOD l#UCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED vino r1kneu— THE GLAZING SYSTEM 1114 SXS. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 112 F13R MAX. FASTENER SPRING) F➢ EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH 8Y OTHERS) NOT BY LAWSON INBUSTRIES. INC. 0 EXT. GRADE PERIMETER CAULKING NOT BY WSON SO AP BYE OTHERS HERS CTYPJ LACK (LATCH AND SWEEP) OPTIONiS 1. BOTH EXTRUDED AWKWUM AND PLASTIC LIFT HANDLE LOCX8 ARE QUALIFIED FOR USE ON ALL WHIDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALDN$D FOR USE ON ALL WINDOW& 9. TWO (8) LOCKS ARE RFO@UIRSD PER EACH PENT. :D GLASS SILICONE ADHESIVE BEDDING COMPOUND -% EMRIOR 73' MAX. --WINDOW FRAME BUCK WIDTH - 74' MAX. —WINDOW FRAME FLANGE VIDTH- "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: 1. THE WINDOV FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER CTYPJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME T13 BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYPJ • WHEN THE OAP BETWEEN THE WINDOW PRAMS AND THE BUCK OR MASONRY Is INS THAN 1IW, SHIMS ARE NOT REQUIRED. ANCHORS TO BE 612 SMS OR WA SCREWS INTO WOO OR 1/4' TAPCONS or APPROVED CUNC. FASTENERS INT WOOD, WITH' A MINIMUM OF 1 I/4`, PENETRATION INTO WOOD HIR CONC. (REFER TO LOAD TABLES FOR QUANTITIES RE9UIRED) .PT. WOOD BUCKS 114-1 X. •a (TYP.) H•1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEC ELEVATION AT SHEET 112 FOR MAX FASTENER SPRING? aGS"s. 4.4I @ 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 92 FOR MAX. FASTENER SPACING) aL9` I SLK -CLEAR SILICONE ADHESIVE BEDDING COMPOUND a�hunOvr INSTAIJATION NbTS.4 1. THE WIND13W FRAME FLANGE. TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGI4OUT THE ENTIRE PERMTER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPMD EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • iIHBN THE CAP BMERN TIM T=W FRAME AND THE BUCK OR MASONRY IB UISS THAN 1/0", SHIMS ARE NOT RBQIJDtED, AWHORS NOTE: ANCHORS TO BE 912 SMS OR WD. SCREWS INTO V010}7, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO COW., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD 13R Com. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) O LAMINATETS GLASS 9 EXTERIOR -WINDOW FRAME BUCK WINDOW FRAM£ FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE @TC.AULRK - E I Y ' PT. WOOD BUCKS 1/a• MAX iYi..��' �• n SHIER SPACE 1/4• TAPCON W/ 1 1/4' MIN, EMBEDMENT INTO CONC. a CSEE ELEVATION AT SHEkT 92 g FOR MAX. FASTENER SPACING) ad a @TC.AULRK - E I DESIGN 1. VAD CAPAarY arXO WND WS + - a WII�W Jamb H a 8 • Glass TV "A" r 2 Glass 'S" "2) Glaw" "v• ° 2 "D" 2 3 Glass 3 M E Amhara Arichom + + _ + - + - + - + eg- 24 24 1 3 3 65.dM65.0 85. 65.0 .0 710 70.0 710 80A 8Q0 80.0 80. 35 24 3 4 85.0 65.0 65.0 .0 70.0 70.0 70.0 800 SO0 80.0 80.0 48 24 3 ' 8 66.0 65 0 86.0 .0 70.0 70.0 70.0 80.0 SOA 800 24 3 ' 6 65.0. 65.0 65.0 .0 70.0 70.0 70.0 80.0 80.0 80.0 80. 72: 24 3 6 85.0 65.0 65.0 70.0 70.0 7Q0 70.0 80.0 80.0 80.0 80.02+¢. 36 3 4 6'i.0 65.0 �.0 0 70. 0 70.0 70.0 80.0 80,0 80.0 8R z38 38 3 4 850 . 66.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.4 8 48 38 3 ' 6 85.0. 65.0 6.5.0 86 7R0 70.0 70.0 70.0 80.0 80.0 80.0 80. 60 36 3 6 65.0 65.0 85 b 86.0 70.0 70.0 70.0 70.0 60.080.0 80.0 80. 72, 36 3 6 65.0 65.0 65,0 65.0 7,0.0 70.0 70.0 70.0 80.0 80.0 8Q0 80.0 24 48 4 4 1 65.0 65.0 85.0 85.0 7.00 70.0 700 7Qd 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 66 0 7ULO i0.0 70.0 7R0 8Q0 80A $0.d 80. 48 48 4 6 65.0 65.0 1 66.0 86.0 70.0 70.0 1 70.0 70.0 1. 0.0 80.0 80.0 BQ 48 1 4 6 65.0 (15.0 1 65.0 •66.0 70.0 70.0 700 70.0 1. 80.0 80.0 80.0 80.0 c 72. 48 1 4 6 85.0 65. 1 65.0 85.0 70.0 70.0 70.0 700 80.0 80.0 80.0 80. 4.So 5 4 80.0 0.0 Saoo a 36 80 5 4 65.0 85.0 66.0 85.0 7D.0 70.0 70.0 70.0 8Q0 80.0 0 80. d„ � �. 4S+ 60 (30 5 8 65.0 .0 .0 Els. 70.0 70.0 70.0 0.0 .0 80.0 80.0 80. 60 6 60 6 85.0 66.0 65. 85.0 70.0 70.0 710 70. 0 800 80.0 0 80.0 F a 5 6 65.0 .0 7OL 0 .0 - - 26. 28 3 4 65.0 65.0 85.0 65.0 0 70.0 70.0 70.0 80.0 80.0 60.0 S10 37- 28 3 65.0 65.0 65 65.0 .0 70.0 70.0 70.0 80.0 80.0 80.0 80. 53.126 3 6 65.0 65.0 65. MO d 7Q0 70.0 70.0 80.0 80.0 80.0 800 ^`y 74. 26 85.0 85.0 85.0 650 0 7Q0 70.0 70.0 80O 80.0 800 80.0 5 .0 0 0. 8 . 37 38.375 4 4 �.0 85.0 65.0 65.0 .d 70.0 70.0 7R0 80A SRO $10 80. 53.126 38.376 4 6 85.0 65.0 bra 66.0 7 0 70.0 70.0 70.0 SRO 80.0 0.0 80.0 i �a 74. 38.375 4 8 65.0 65.0 85: 65.0 0 70.0 70.0 70.0 SRO 80.0 810 80.0 28 50.825 5 4 85.0 .. 65.0 66 65.0 0 70.0 70.0 70.0 800 80.0 80.0 80. 37 6Q.625 5 4 65.0 65.0 65 85.0 0 70.0 7R0 70.0 $0.0 800 80.0 8 53. 50.625 5 65.0 M.0 65.0 65A 0 7Q 0 70.0 710 810 8Q0 8Q0 80.0 5 8 65.0 65. S.0 .0 .0 7. 1 20. 5$ 6 4 65.0 65.0 65 65.0 0 7R0 70.0 7R0 80.0 810 W. 80.0 $ m 37. 58 5 65.0 65.0 65.0 65.0 7 0 70.0 70.0 70.0 80.0 80.0 60,0 g 53.1 6 58 5 6 85.0 65.0 65. 65.0 .0 70.0 70.0 700 80.0 80.0 80.0 74 >M636 85.0 65.0 85 65.0 .0 70.0 70.0 7Q0 800 80.0 80.0 1 11 11 If 11 26 4 66. 65.0 70.0 • 0. 0 80.011{1111 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 800 80.0 8R0��25 8 86.0 65.0 65. 86 0 0 70.0 '70.0 70.0 60.0 80.0 SOLO �.•�°"'°°'`°�✓�o`ov 74. 8 65.0 1 85.0 1 65.0 S&O no 1 70.0 1 ]dot s 1.) SBF MM 9 FOR GUM TYPES. bWARS & S ICONS OPTIONS, s i) • 8.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND SFIAWa (WINDOWS WITH GLASS TYPES A, H, C. & D-) 1 Zp ILL RISER -OPTIONAL > APPLIED WITH SILICONE °. S } SRI, WITH MSER ADAPTER ARE. FOR WINDOWS ABOVE +70.0 DP� � I FOR DP ABOVE +70D PSf � (WINDOWS MTH GLASS TYPES -8, & F") AND +80.0 DP VAX OF ,�/. \`; � °•° •°° ADDITIONAp. ANCHORS REQUIRED AT FRAM HEAD & BILL ON t+S{y0 DP MAY WINDOWS VffH DP MOVE 70.0. (SSB NATION AT SHEET 8 OF 10) 4.) WINDOWS W_ ITH GIASB TYPES A, C. OR G" INSTALLED ABOVE QOFI. IIi THB THE I.G. SfPTRRIOR LITS SHALL RE TBNPSRBD. c DESIGN LOAD / S - OX NDO S with n sal to 7 f +/-Pressures FRAME am S lass "B • 2 s ' Glass "D" ° 2 ' (31ass Type " Glass T * Glass T 6 ° SIZE 0 Tye Type WlD N EI HT tsh h + Dsff - t f + - f + of - f + { _ gat + of - f 80 24 3 7 8 .0 80.0 80.0 .0 88.0 75A 88.0 75.0 52.0 52.0 .0 76.d ti S 72 24 3 7 80.0 80.0 80.0 80.0 86.0 95.0 65.0 75.0 52.0 52.0 .0 75.0 84 24 8 80.0 80.0 80.0 85. 75.0 85.0 75.0 52. 52.0 86.0 75,0 96 24 3 90 80.0 80.0 80.0 86.0 7b.0 0 75.0 52.0 62.0 .0 75. 4 91 80.0 .0 75. 85.0 76. 5 0 65. 7b. TO 80.0 65.0 80 3 7 80.0 80.0 8d.0 85. 75.0 88.0 76.0 52.0 52.0 65.0 76.0 36 1 *70.0 72 36 1 3 7 80.0 80.0 80.0 85.0 75.D .0 75.0 b2.0 52.0 75.0 8 0 36 3 8 7070.075.0 8S.7.0 7.0 52.0 52.075.�3 10 75.0 70.d 75.0 65.Q 75.0 85.0 76.0 62.0 5 .0 8b.0 75.0 108 3B 3 11 - - 52.0 52.0 66.0 75.0 86.0 75.0 52.0 52.0 8fi.0 76.p 5(I a6 4 T 7.0 7s.o ao T6.o �. 7s.o .0 75.0 6a.o 52.d 66.0 7b. 72 84 48 48 4 4 7 8 7 .0 75.0 70.0 52.0 76.0 SZ.O SS. 65.0 75.0 75.0 65.0 86.0 75.0 75.0 62.0 52.0 52.0 52.0 .0 8b.0 75.0 75.0 �i 98 48 10 52.0 52.0 85.0 75.0 85.0 75.0 fit. 5 0 85.0 7b.0 108 48 4 19 52.0 52.0 85.0 75.0 65.0 75.0 52.0 b2.0 66.0 75.Q Rx; s gp 0 7 .0 2. 0 76.0 86.0 75. 85.0 75.0 52.0 5z I. 55.0 72 80 6 7 62.0 62.0 TS.O 85.0 75.0 .0 52.0 85.0 7b.d 84 60 5 6 0 62. 85.0 76.0 .0 75.0 2. 52.0 .0 6.0 96 80 5 id 52.0 52.0 85.0 76.0 65.0 76.0 52.0 62.0 85.0 75. 1 5 91 - - 2.0 52.0 66.0 7S.d 85.0 75.0 52.0 52.0 86.0 75.0 74 28 3 7 80.0 80.0 0.0 80.0 86.0 75.0 85.0 75.0 52.0 52.0 85.0 75. 74 38.375 3 7 80.0 80.0 80.0 80.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 74 S0. 5 4 7 70.0 75 0 TO 0 5.0 85.0 75.0 &3.0 75.0 52. 62.0 86.0 75.0 74 58 6 7 520 52.0 86.0 75.0 85.0 75.0 52.0 52.0 .0 75.0 74 83 y 7 62.0 52.0 65.0 75.0 85.0 76.0 52.0 52.0 8b.0 75.0 79.5 28 3 9 .520 52. 85.0 76.0 85.0 5.0 52.0 52.0 86.0 75.d 79. 38.375 4 9 2.0 52.0 65.0 76.0 85.0 75.0 52.0 52.0 7S. 79.5 50. 5 4 9 2.0 52.0 85.0 7b.0 .0 75.0 $2.0 520 85.0 75. 79.5 58 5 8 62.0 b2.0 86.0 75.0 65.0 75.0 52.0 62.0 .0 75.0 79.5 63 5 9 52.0 52.0 65.0 ' 75.0 BZi'.0 75.0 62.0 52.0 85.0 75.0 08 5 28 1 2.0 .0 75.0 2.0 76. 108.5 38.375 4 11 52.0 52.0 86.0 7b.0 65.Q 75.0 52.0 62.0 .Q 75.0 108.26 60.826 4 11 52.0 2.0 65.0 75.0 85.0 76.0 52. 52.0 U65.01 52.0 65.0 52.0 1 00,625 63 zu �r�saseFinal� � d•' N • : I.) � amm 9 FOR OLA= TYPES. Owns & smmn OFCI & � ? 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 AP AND BELOW I•/El RISER - OPTIONALS.) (WINDOWS WITH OI ASS TYPES /l S. C & DySILL •%/•%/ • t APPLIED WITH SILICONE SILL WJ9H R18ER ADAPTER ARE FttR WUdDOWB ABOVE +70.0 DP //I A9i t FIW2 1D' ABOVE +70A PSF •• (WINDOWS Wr!'H OLASS TYPES "E. & F') AND +80.0 DP MA 2 � ••......•• ADDITIONAL ANCHORS R24UMM AT FBA E HEAD & SILL ON AT SHEET 2 OF 10) �` � t+gOA DP MAX) OIB ej 4.) WINDOWS WITH DP ARM 70.0. (SEE ELEVATION WINDOWS WITH GLASS TYPES A. C. OR 0' INSTALLED ABOVE SOFT. �� ►1066 IN THE HV= THE LO. E9CMOR LATE SHALL BE TEMPENED. 106.25 58 5 11 62.0 62.0 65.0 75.0 85.0 76.0 62.0 62.0 10852.0 52. 8S. 75.0 86.0 6.052.0 12.0.011 38.375 452.0 fi2.d Bfi. 78. 85.0 75.0 b'1. 820 91162.0 52.065075.0 86.0 78.05 1158 S52.0 b2.0 86.0 76.0 85.0 75.0 52.0 52.0 575.85.05. FRAME 317& IF Jamb # H & S 1 Glass Tye "B" (* 2)1 Glass Type "C" ("_2)1 Glass Tye "D" (k 2)1 Glass Type "E" (" 3)1 Glass Ty 9 "F" (* 3) 1 Glass Type "G" ((* 2) WIDTH I HEuiT I Anchors Arwhors I + od I - Ds + Dd I - Ded I + Ds - cd + od I - ad I + od I1d I + od I - 24 75.0 ow .7o v 1 w - -I oz -u ac.0 OO.0 I /o.0 00.0 /o.0 oz.0 I MLU 00.0 Mu 60 48 4 7 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 48 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 52.0 520 66.0 75.0 65.0 75.0 52.0 520 65.0 75.0 72 60 5 9 520 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75. 84 60 5 9 - - 0 520 65.0 75.0 85.0 75.0 52 0 52.0 65.0 75.0 53.125 25 3 6 '80.0 80.0 80.0 80.0 85.0 75.0 65.0 75.0 52.0 52.0 88.0 78.0 00.1ca 1 ao 0 1 0 1 oc.0 53.125 63 5 6 - - 62.0 74 26 3 9 80.0 80.0 80.0 74 38.375 4 9 - 52.0 74 50.625 4 9 52.0 74 58 5 9 - - 520 74. 63 5 9 - - 52.0 79.5 26 3 9 80.0 80.0 .0 79.5 38.375 4 9 70.0 75.0 52.0 79.5 50.625 4 9 52.0 79.5 58 5 9 - 520 79.5 63 5 9 520 84 26 3 9 70.0 75.0 70.0 84 38.375 4 9 70.0 75.0 520 84 50.625 4 9 52.0 84 58 5 9 - 52.0 84 63 5 9 1 52.0 Not s* 1.) SEE SHEEP 9 Fon ISIAmn TYPBS. mmus & muton Oimm. 8.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A. B. C. & D-) 3.) SIM WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "S. & V) AND +90.0 DP MAX. ADDITIONAL ANCHORS REQUEM AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SBE ELEVATION AT SHEET 0 OF 10) 4.) WINDOWS WITH GLASS WM -A. C. OR 0" INSTALLED ABOVE SOFT. IN THE HYHZ, THE LO. SIMMOR LUZ SHALL 03 TEMPERED. 52.0 52.0 " Zp SILL RISER - IWTMNAL \ APPLIED WITH SD.ICONE FOR DP ABOVE +70.0 PSF <+904 DP WAX) �*..g OBS 1 I ®). num ALUMINUM MULLION - MAM.UE,ARs F. DESIGN PRE.RSURE UtpTAT10NS. wm (ALAML 0.078. 4a4. THICK) B SATUMAMEPM or 'M L"* 5 THE LOM PRESSURES OF WINUM OR MULL MALL COV -012 X 3I4'SAS. FLAT NEAD. PHILLIPS (SM ELINATON AT SIM 12 FOR UAL MSR SPACING AN DP TABLES FOR QUANTITY) MMR CAULKING `Wff4M FRAME EXTMOR @ BULLING DtTAM rncaawxc wxusmxr�. - NOTE: THE LOUR PRESmx= OF THE WINIM OR MULL SHALL GOVERN 14' MAX.0 12 S..D.S, X 1. 1/4- L SHIN (BEE ELEVA W AT SHEET 12 :RIOR FOR 0L nsTIM EPACM) PEROIETEA_J L'wwm FRAME NOTE• SFAtANf =TERIOR 1' ALL STEEL ALM TO BE PAINTED CONTACTOR PLATE", 2, METAL STRIM:TURE3: ' A) STEEL : Fr - 36 KSI MIX. (STEEL. 18 OA MIN, THLCK - U.") B) ALAMOMUM ; 808}-T9 MSL (A M 0.078' LN. THICK) E1 DML -STRUCTURX ATTACHMENT DES7'AIL HS -8700 MANGE FRAn WINDOW OF HATERIJAM IiBX mm xacmpm 08480. IAXBUTB 1 tM NEAT-STRENDHTEASD m.ai8 1 FRAME HEAD BUTACift PVH B DAW PLASTIC INTERLAYER 1 FRAME SILL B)+ •Durmtr 2 IA r REAY-STMEiolENEO MA M Daw 6063-T6 ALUMEAUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S L-7708 1 VENT MEETING RAIL tTBY GuEB Dmum@uml Benft, 661mwm 1 178' NEAT-VIISI NTEISD MASS L-8703 I1/B'ty B saw• PLASTIC INIVI AVE8 L-7706 I VENT JAMB LATCH RAIL 3 NEai- D 0LA4S saw 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-870.5 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REG'D. GLAZING BEAD ( 3/8' ) - RgM Gum 0&BQWPTMII 084816 UWXNM 1 W AWJt 0 BA4& FS -040 80TACIft PVD B B.MD' PtpBTtt iNretn.arER L-7831 or roor• 3 IIB• AmNEALED MASS 48w' J AS REWD. FIN SEAL WEATHERSTRIP 5 THE LOM PRESSURES OF WINUM OR MULL MALL COV -012 X 3I4'SAS. FLAT NEAD. PHILLIPS (SM ELINATON AT SIM 12 FOR UAL MSR SPACING AN DP TABLES FOR QUANTITY) MMR CAULKING `Wff4M FRAME EXTMOR @ BULLING DtTAM rncaawxc wxusmxr�. - NOTE: THE LOUR PRESmx= OF THE WINIM OR MULL SHALL GOVERN 14' MAX.0 12 S..D.S, X 1. 1/4- L SHIN (BEE ELEVA W AT SHEET 12 :RIOR FOR 0L nsTIM EPACM) PEROIETEA_J L'wwm FRAME NOTE• SFAtANf =TERIOR 1' ALL STEEL ALM TO BE PAINTED CONTACTOR PLATE", 2, METAL STRIM:TURE3: ' A) STEEL : Fr - 36 KSI MIX. (STEEL. 18 OA MIN, THLCK - U.") B) ALAMOMUM ; 808}-T9 MSL (A M 0.078' LN. THICK) E1 DML -STRUCTURX ATTACHMENT DES7'AIL 8 04 t O z ofa HS -8700 MANGE FRAn WINDOW OF HATERIJAM MM 0 PART f mp. I ammmmoN @¢N1A@I(8 I L-7703 1 FRAME HEAD 8063-T6 ALUMINUM R L-5701 1 FRAME SILL 6063-76 ALUMINUM 3 L -77M i FRAME FXD. JAMB 6063-T6 ALUMEAUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S L-7708 1 VENT MEETING RAIL 6063-T6 ALUMINBIMI 6 L-7707 l VENT TDP/BOTTOM RAD- 6063-76 ALUMIMUN 7 L-8703 1 FRAM VENT JAMB. 6063-T6 ALUMINUM 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUNINU14 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-870.5 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REG'D. GLAZING BEAD ( 3/8' ) - 6063-T9 ALLMNUM 12 FS -moi As Our! FRAME ASSEMBLY SCREWS 08 X 3/4• P.H. PHILLIPS 13 FS -040 AS REOD. INSTALLATION SCREWS 014 SMS FWPHIL, 14 L-7831 AS REG'D. VINYL BUILD low DIA. BULB 83033 IS PNS -003 AS REWD. FIN SEAL WEATHERSTRIP .1071 w x 230' h 16 PNS -008 AS RE(rI6 FIN SEAL WEATHERSTRIP 187• w x .390' h 17 PNS -009 AS REWD. FIN SEAL WEATHERSTRIP 1871 w x 310• h 10 L-7711 AS REWD, GLAZING DEAD t INSMATED) 6063 -TS ALUMINIRI 19 PWS -M AS REG'EL PILE 0.GLAZING DEAD .187' w x .150' h 20 L-8706 I AS REWD, SILL RISER ADAPTER 6063 -TS ALUM.- OPTIONAL R1 L-7539 2 VENT EXTRUDES SPRING LATCH 6063-T8 ALUMINUM R2 HC -087-1 2 VENT MULDED SPRING LATCH MOLDED NYLIBI 23 L-7323 1 x LATCH LATCH SPRIM STAINLESS STEEL 24 x 2 SILL%JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 2S FS -041 2 SELL RAD. ASSEMBLY SCREW 06 X 2 1/4' P.N✓PHIL 26.1 HC -044-1 2 WEEP FLAP 8 BAFFLE . w 562 HC- I X VEEP OPEN CELL FOAM PAD lAr X 1/B' x OIL. 27 HC -040-1 2 SASH FZLLER 6 H MING ■ 28 HC -06-1 1 SCREEN FRAME 6 MESH x e9 x 1 ATTACHMENT SCREW R CLIP DS X SNB' SDS 30 HC -08-1 E VENT SWEEP LATCH NOL D NYLON 31 i$-039-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 X Ana FRAM SILL ANCHOR CLIP 6063 -TS ALUMINUM .33 w 2 LAMINATED GLASS Sow news 0 L.N. of sheat 9 34 w AS REQ'D. GLAZING SILICONS Sot Dat"S B La OF Dowse 9 38 OPTIONAL AS REG'D. CMMNIAL FALSE NUINTIN ALUMINUM 36 SM -9304 AS REQ -0. JOINT SEALANT w 37 IS I AS REQ'A I PF2TNVTER ACRYLIC CAULK OSI POLYSEAMSEAL 8 04 t O z ofa FRAME HEAD L-7703 FRAME FIXED JAMB L-7701 BILL TRACK L-0702 O S E 790 "m FRAME TOP CORNER g �to Q 2 3 I— I L68S _g g� C e�3� �a 6891 L R8ETAINING CLIP 'G T PAW $ p rA � L0.19�•. L486 966 R M2 RAL sue 3 `w 0 RRRS N a FRAME 01 S7Id 0 FRAME L-8709dENT JAMB 0 .ode ° 086 IM 43 J94 TDP (;RNER vcu7 _m..6 asa KRAME 90Tft111i CORNER casae uErttam C y � 4 x o VENTVENT RING LATCH L-7639 aa8 '� 9 ma Imm RM 898 i 1 5 g g C >g LV9NT-77 INTERLOCK RAIL L-770$ FMWL-77 MEETING RAI[ L^� YENTA TOP/BOTTOM RAIL a a6e e O � yo�M � FRAME SILL / MEFTItdG RAIL ' 6a6e I as L379 VENi BOTTOM CORNER b� FRME &SASH CORNER ASSEMBLY DETAILS Lo>s I14 R(BFR GLLA727111C BEAD ALD 8 ® i601Mt 1t opo "T• 4 VENT B RAIL Q BDL ANCHOR CLIPS L-8830 GLAZING BEAD L-7708 1$ •°000°`',�� W 41U" �S 4j .966 Fin r. T, a m .999. so9 I C &dA 19 • � �' • ,o °aBe9aAa L839 Aso 4��0 � lu M®MADI MIAMI FADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (186) 315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NUA)+am+aaaeev Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid atter the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend -the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH --7700 (Flange Framer Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L7700-0901, tided "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01/20/12, prepare( by manufacturer, signed and salad by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0705.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-01X7.16 ' Dpf Expiration Date. December 27, 2016 Approval Date: March 29, 2012 r Page 1 Lawson Industries, OF ACCEPTANCE: EVIDENCE SUBMITTED A. : DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L7700-0901, titled "Series -7700 Single Hung Flange Frame Impact Window", sheets 1 through 5 of 5, dated 05/27/09 with revision A dated 01!20/12, prepared by manufacturer, signed and sealed by Thomas I Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked --up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s _ HETI-09-2530A and HETI-09-2530B, dated 03/02/09, all signed and sealed by Candido F. Font, P. E. (SubmWed under previous NOA No. 094706.09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 3) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2003 C, HETI-08-2004 A, HETI-08--2060 A, HETI-08--2060 B, HETI-08-2061 A, HETI-08-2061 % HETI-08-2062 A, HETI-08-2062 B, HETI-08-2063A, HETI-OS-20638, HETI-08-2064A and HETI-08-2064B, dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submbied under previous NOA No. 08-0825.17) 3. Test reports on: l) Air Infiiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202:94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marke&V drawings and installation diagram of aluminum single hung windows, prepared. by Fenestration Testing Laboratory, Inc., Test Reports No.'s FIT, -2987 and F17-2986, dated 04/03/01 and 03/27/01, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under previous NOA No. 06-040& 08) Manuel P P.E. Product Control finer NOA No. 1 127.16 Expiration Date: December 27, 2016 Approval Date: March 29, 2012 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC2007, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 01118/10, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-02/04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS -1. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice -of Acceptance No. 11-0624.01. issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No.114325.05 issued to Solutia, Inc. for their "Sallex and Vaneeva clear and color interlayers" dated 05105111, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 28, 2009, signed and sealed by Thomas J. Sotos, P. E. (Subbed under previous NOA No.11-0705.09} 3. Laboratory compliance letter for Test Reports No. HETI-09-2530 A and HETI-09- 2530B, issued by Hurricane Engineering & Testing, Inc., dated 03/02/09, all signed and sealed by Candido F. Font, P. E.(Submitted under NOA N& 09-0706.09) 4. Laboratory compliance letter for Test Reports No. HETI-M-2003 C, HETI-08- 2004 A, HETI-08-2060 A, HETI-08-2060 B, ]HETI-08-2061 A, ETI -40•--2061 B, HETI-W2062 A, HETI-W2062 B, HETI--08-2063A, HETI-4)8-2063B, HETI- 08-2064A and HETI-M-2064B, issued by Hurricane Engineering & Testing, Inc., dated 03/15/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-0825.17) 5. Laboratory compliance letter for Test Reports No. FTL-2987 and FTL--2986, issued by Fenestration Testing Laboratory, Inc., dated April 03 and March. 27, 2001, all signed and sealed by Luis Antonio Figueredo, P. E. (Subm tied under previous NDA No. 06-0406.08) G. OTHERS 1. Notice of Acceptance No. 11-0705.09, issued to Lawson Industries, Inc. for their Series "SH -7700 Flange" Aluminum Single Hung Window -- LM.I., approved on 08/18/11 and expiring on 12/27/16. ManAl P li, .E. Product Control kx96 aor NOA No. 12-01T7.16 Expiration Date: December 27, 2016 Approval Date: Mareh 29, 2012 E-2 48' s 78" EQUAL LITE ELEVATION • INCLUDE$ UN—EQUAL LITE AND RADIUS HEAD (LIMITED TO WADS ON SHEET 4 OF 8) V741bo1V RANiff FRA!& WIDTH tN I MA1f AT �HCAD WINDOW AA= FRAM: WIDTH eta rRANE sw iiluc' Al in iiA law m FIm SET .BINES SEE SHEET B9> 6, 6• ALL —coltallsh�� ii ALL • Y �� ii i -�- � �� e a i✓/. � i; ; p t�� 9 /B' A .1148 11/1 10 3/16• L 9•r _' S Max.G Wid ' z u nil Ito S 61 MEETING BAIL TbDama 6' 6'HAY- �SD•I V/ SILICONE AND ARE MLwT MD V��g�� WINDOW BUG] WIDTH AVAILABLE AS OPTIONAL WINDOW 41CX WIDTH UN -EQUAL LTTE RADIUS ELEVATION UN -EQUAL LITE ELEVATION (LIMITED TO WADS ON SHEET 4 OF 8) (LIMITED TO LOADS ON 8HBET 4 OF 8) General Notes: SERIES -7700 SINGLE HUNG IMPACT "I wun — FLANGE FRAME 1.) THIS WINDOW SYSTEM IS DESIONED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE tNE1OL7TlN (HYHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (aHurreR9 NOT REQvIRLv> 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SD THAT THE BUILDING MOM TRE SUPERIMPOSED WADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SETES ARE NOT TO ®]GEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEET 4. 4.) ANCHOR CONDITIONS NOT DESCRIBED IE THESE DRAWING'S ARE TO BE ENGINEERED ON A SPIE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 9.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET 03). AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET 13). 9.) SEE SHEEP 3 FOR LACK DETAILS & OPTIONS. T.) SEE MW4 FOR DEMON PRS AND GLASS TYPES. 9.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHIEST 3. 9.) ENT. & WT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SI KO 10.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET p2 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 PBC CHAPTER 24. SECTIDN 11.3.1.3. 11.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 12.) MULLING SINGLE HUNG WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUNTY APPROVED WINDOWS USING A MIAMI -DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL. APPLY TO THE EN'T'IRE MULLED SYSTEM. 13. SEE SHEET 3 I OR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 14. ALL =11WIN IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS 7b BE PAINTED OR PLATED AND SHALL MEET 3ECYION 2003.9 .4 OF THE 2010 FLORIDA SIAL. CODE. EXT. 6 MT. FALSE COLONIAL XMT= ARE APPLIED V/ spin. C W/ SILICONE AND ARE vDmov m= vtDD, AVAD.ABLE AS OP10NIL. EQUAL LITE ELEVATION (WHITED TO LOAN ON SHEET 4 OF 8) 0 Al2! MIN. EMBEDMENT W! 1 1/4• ALL W000 BU=S ENGINEERED SEPARATELY — MIN EMBEDMENT INTO CONC 4 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACINFW P.T WOOD WCK NOT BY LAWSON IND, 11/B• m MUST SUSTAIN IMPOSED LOADS .:�•. .e w DF>EMT O ElLTERtoR C O ' SB.ICt>NE AOHESCVE BEDDING COMPGUND LAMINATED GLASS INTERIOR NG RAILS t EXT. ORA[ CAULK — 014 SJM WI 1 1/4• KIN. EMSEMEW INTO WOM (SEE ELEVATION AT SHEET DT FOR MAX FASTENER SPACOSV SILICA ADHESIVE BEDDING CWGUM ii Al t2 INTERIOR EXT. (witADE/ I �•-•� N14 $AS. W/ 1 V4• MIN. EMSESNENT INTO W130L CM ELEVATION AT SHEET 61 FOR MAX. FASTENER SPACBM EXT. GRADE �' I CAULK --% MAX. SIM YP GLASS 14d. PT. WOOD emKS EXTERIOR GRADE •u` PERIMETER CAIB.KING '•.t 4•'.le.,; I, e.6 '• � ° } a •4ol d: ° p•.g ' 6: e' 'J/4' TAPCON V! 1 1/4• MIN. EMBEDMENT INTO g � 014 SJM WI 1 1/4• KIN. EMSEMEW INTO WOM (SEE ELEVATION AT SHEET DT FOR MAX FASTENER SPACOSV SILICA ADHESIVE BEDDING CWGUM ii Al t2 INTERIOR EXT. (witADE/ I �•-•� N14 $AS. W/ 1 V4• MIN. EMSESNENT INTO W130L CM ELEVATION AT SHEET 61 FOR MAX. FASTENER SPACBM EXT. GRADE �' I CAULK --% MAX. SIM YP GLASS 14d. PT. WOOD emKS EXTERIOR GRADE •u` PERIMETER CAIB.KING • °Y; e' 'J/4' TAPCON V! 1 1/4• MIN. EMBEDMENT INTO g � t9 4 COMM tSEE ELEVATION AT SHEET Rl ' FOR MAX FASTENER SPACING) �8 I. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN "TiO O ^ O!Q GRADE CAULK THRDZH13UT THE ENTIRE PERIMETER OF FLAI+G 12 1/4• z it THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAM TO MMI S �wiE S BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK 1 VS• MIN. -'! EDGE DISTANCE BY OTHERS CTYP.) • WHEN THE CTAP BETWEEN THE WIDOW FRAME AND THE BUCK OR LL•' a V 0TE• EXTERIOR GRADE •u` PERIMETER CAIB.KING -VINIRIV PRAM VIBTH WINDOW INSTALLATION Nm! I. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN "TiO GRADE CAULK THRDZH13UT THE ENTIRE PERIMETER OF FLAI+G BY WINDOW INSTALLER (TYP.) it THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAM TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS CTYP.) • WHEN THE CTAP BETWEEN THE WIDOW FRAME AND THE BUCK OR MASONRY IS LETHAN 1/B", SHIMS ARE NVr REQUIRED. AN�Fi0R8 N ~ ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED COM FASTENERS INTO COIF„ WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. CREFER TO LOAD TABLES AT SHEET 4 OF 5 F13R OUANTITIES REOUIRBm on TTIN o1ABB usec omm 08nR, — I IIB• AWWA.EB CLAW 41 MR -CITE PVB R OW PLWIC RITEIMYER Bp •Mmr 3 VB• JVIWLLCB MAU 7717` O81t RUm e> TmN BtaAm LOImm oEBCN 1 tIe• M$AT-ITRE7®Ii6N®. MITACITE PVB I? BAW FLABtIC Wr04LAr6.R or .8w. 3 IIB' HEAT-STRpIS1T M CBASI 870• J O a fRit WABB DINON 088W. IA10CM78 BPTIBN I w NGT-STBEt m=D aASe I_ e Xmmlmw�-A S tLATER .wIIE PVB I. CIJCII Br4SPACES3 m nu In a DBTeu 1A1@1AT8 I I/4• AYNEALED MASS1 R 8093' WAITS 91rEI7.ArsRor,"3 Vo' BLAAUMV VIMILATEB ASR SPACC 9 i/A' AI♦NEAI.Fb [B.Ass11*'Emil 014 SNS VI I L4• NM EMBEDMENT INTO VOOD. CSEE ELEVATION AT SHEET 111 28 FOR MAN, FASTENER SPACMvt' INTERIOR 6 8 UP By FWIW IRT !n LAvBWa DSYSTRSB. ----------------------- ---__- 25 tD W- MADE BACK BEIMING 21 Pd 3LAPPNEo KOMFLA= BT_ ei EX IR97 (TYP5 WEATI LOCK (LATCH AND SWEEP) OPTIONS er OIFR'AS CTfP ! va• N 1. BOTH E XMIDED AtMONUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIP= FOR USE ON ALL WINDOWS. 8. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALmm FOR USE ON ALL WINDOWS. ^ EXTERIOR s. TWO (8) LOCKS ARE REQUOTED PER EACH VENT. ti =T. am PERIMETER CAIAMIp6 NOT BY Cl JAMIRU= `A1'�DixER3 W10111 OVER METAL LATH NAILED FA70 TO To ORPDE V *RCN SHEAT02 :A 10 0g SPEC u IY A THERM, QC. NOT BpOR rum I M OOBR� NOT BY uV309 IIt6U3TRIES. BiC. . . WOOD RRA_ME INSTALLATION D19TAIL ALCD VILIN MBB.IIDN SEE MULLION APPROVALS FOR B le N 3/4• SDS SEE MUU.ON APPROVALS FOR MULLION TYPE. SIZE AND MAX. MULLION TYPE, SIZE AND MNL FLAT HEAD PHILLIPS OESDB�I PRESSURE UMRAT�. CSEE ELEVATION AND DESIGN PRESSURE UMRATIONS (ALUM. 0.07W MDI. MOO 'DP TABLES FOR QLIANTITY INT OR NOTE: THE LOWER PRESSID7E3 SDRN.E NOTE:* THE LOWER OR MULL SFWOF SINGLE AND FASTENER SPACING) 1/4- MAX HUNG WINDOW OR MULL SFW.L GOVERN HUNG INTERIOR %—�EE1SHIM zEiLEV.' � SpjL t DE IGN L AD APACffY MSF)- VIEW WINDOWS W/ 3H VENTS WINDOW 9 Jam b Anchors + / - Pressures � Glass Type Glass Type 4 8 Olase Type 8 WIDTH HEIGHT 19. 26 60.826 8 60.0 80.0 80.0 2 f.$ 60.828 60.0 80.0 80.0 7 50.625 60.0 80.0 80.0 2 - 60.626 80.0 8O70 80.0 48 60.826 60.0 80.0 80.0 63.125 50.626 60.0 80.0 60.0 19. 26 69 8 80.0 80.0 $0.0 2 ,6 59 60.0 80,0 80.0 37 58 80,0 80.0 80.0 42 59 80.0 80.0 80.0 48 59 80.0 80.0 80.0 63.125 59 80.0 80.0 80.0 18.125 63 8 50.0 80.0 80.0 28.5 63 60.0 80.0 80.0 37 63 60.0 80.0 80.0 42 63 60.0 90.0 80.0 48 83 80.0 80.0 80.0 53.125 63 60.0 80.0 80.0 19,125 74.28 8 80.0 80.0 80.0 28.6 74.25 60.0 80.0 80.0 37 74.25 80.0 80.0 80.0 42 74.25 80.0 80.0 80.0 19.128 78 1 8 80.0 80,0 80.0 26.5 8 00.0 80.0 80.0 37 78 60.0 80.0 80.0 42 78 69.0 79.0 79.0 DESIGN LOAD CAPACITY 25.0 80.0 1 60.0 no 80.0 (PS)q - VIEW WINDOWS W/ 4H VENTS WINDOW Jamb Anchors Mo 48 59 80.0 80.0 Blass Type Glass Type 4 a Glass Type 6 WIDTH HEIGHT 19.125 59 8 60.0 80.0 80.0 26.5 69 80.0 80.0 80.0 37 s9 60.0 80.0 80.0 42 59 80.0 80.0 80.0 48 59 80.0 80.0 1 80.0 53.125 59 60.0 80.0 80.0 19.125 63 8 60.0 80.0 80.0 28.5 83 60.0 80.0 60.0 37 83 60.0 80.0 80.0 42 83 60.0 80.0 80.0 48 63 80.0 60.0 80.0 53.125 63 60.0 80.0 80.0 19.125 7425 8 80.0 80.0 80.0 28.5 74.25 60.0 80.0 80.0 37 74.25 80,0 80.0 80.0 42 74.25 80.0 80.0 80.0 53.125 74.25 60.0 80.0 80.0 19.125 78 8 60.0 80.0 80.0 28.5 78 80.0 80.0 80.0 37 78 80.0 80.0 80.0 42 78 59.0 79.0 79.0 4 Dw1wLOAD CAPAQW - EWAL LITE WOAD W � WINDOW o .w A 11 Jamb Anchond +/. ($4 GleasType Glass Type Ghiss7ypa GhmType GlassType 2 3 4 $ 8 GiasaTypa 7 WIDTH HEIGHT 111125 28 4 80.0 80.0 60.0 80.0 SDA 80.0 25.5 28 80.0 no 60.0 80.0 80.0 80,0 37' 28 80.0 600 no 80.0 80.0 42 25 80.0 8D.0 60.0 60.0 60.0 80.0 48 25 80.0 80.0 80.0 80.0 80.0 80.0 53.125 28 10.0 Mo 80.0 80.0 80.0 80.0 19.125 38.375 4 80.0 80.0 60.0 80.0 80.0 80.0 25.5 38,375 80.0 80.0 60.0 80.0 80.0 80.0 37 38.375 80.0 80.0 .60.0 80.0 W.0 80,0 42 38.375 80.0 80.0 60.0 25.0 no 80.0 48 $8.375 80,0 80.0 no 80.0 80.0 80.0 53.125 38.375 80.0 80.0 60.0 80.0 0 80.0 19.128 50.825 8 8D.0 80.0 60.0 80.0 80.0 80.0 25.5 50.M BD.D 80.0 80.0 80.0 80.0 80.0 37 80.625 80.0 80.0 60.0 80.0 60.0 80,0 42 50.625 60.0 80.0 80.0 W.D no 80.0 48 80.625 80.0 80.0 8t0 80.0 80.0 80.0 53.125 50.825 80.0 no no 80.0 80.0 80.0 19.125 59 6 80.0 80.0 no 80.0 no 80.0 28.5 - 59 80.0 no I 60.0 no I 80.0 80.0 37 Be 25.0 80.0 1 60.0 no 80.0 80.o 42 89 80,0 80.0 80.0 80.0 80.0 Mo 48 59 80.0 80.0 80.0 63.125 Be 80.0 80.0 - - - 80.0 18.125 63 6 80.0 80.0 60.0 80.0 80.0 80.0 28.5 83 80.0 WIQ 60.0 80.0 80.0 80.0 37 63 80.0 80.0 80.0 80.0 80.0 no 42 63 80.0 80.0. 60.0. 8p.0 80.0 80,0 48 63 60.0 80.0 80.0 6,4.125 83 80.0 60.0 80.0 19.125 74.25 8 80.0 80.0 60.0 80.0 80.0 60.0 25.8 74.26 Ro 80.0 80.0 80.0 80.0 $0.0 37 74.25 00.0 Bo.O - - 80.0 42 74.25 80.0 80.0 no 48 74,25 60.0 W.0 60.0 63.125 4.25 74.0 77.0 80.0 19.125 78 8 60.0 80.0 I no 80.0 80.0 80.0 28.5 78 80.0 1 80.0 60.0 60.0 no 8D.0 37 78 80.0 80.0 80.0 -11 42 1 78 78.0 78.0 79.0 48 78 71.0 T 71.0 71.0 4 all � �I o .w A i�� lye H a • � 4s i 4 Ll wol HEAD O F ff-T e.6m-- ( =83-m AMMUN ) FRAME SILL L-7702 FIXED MEETING BAIL L-7704 PRAMS JAMB L-7�7f`� � ;J YENT JAMB RAIL L-7707 (� (wa-m AUWM ) Lz .oszjl was LENT SPRING LATCH GLAZING BEAD L-7708 GLAZING BEAD GLAZING BEAD L-7838 L-7711 L-4$04 t�6 ® 18 17 .o6e t 6080-7a AUaewrr f f �-+s AUuatux) t eoes-�s t asa ,om LO)3 39t r;7 .666 (A�s-ta $eWpaNY ) y:77W,, r7 IN k./ VENT TOP CORNER CORNER I >a O LE ■ B111 OF MATERIALS ITEM 0 PART # READ. DESCRIPTION RENA= 1 L-7801 I FIN FRAME HEAD 6063-T6 ALUMINUM 2 L-7802 1 FIN FRAME SILL 6063-T6 ALUMINIUM 3 L-7803 2 FIN FRAME JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING (TOP) RAIL 6063-T6 ALUMINUM 6 L-7706 1 VENT MTT13M (LATCH) RAIL 6063-T6 ALUMINUM 7 L-7707 2 VENT JAMB (SIDE) RAA. 6063-T6 ALUMINUM B L-7708 AS REWD. GLAZING BEAD ( 3/8' ) 6063 -TS ALUMINUM 9 FS-OD6 AS REQ% FRAME ASSEMBLY SCREWS 98 X 3/4' P.H. PHILLIP 10 FS -040 AS RECD. INSTALLATION SCREWS 914 X 1 1/4' F.H./PHIL. 11 L-7531 AS REG -D. BULB VINYL VTS P 1/4' DIA. BULB 93033 12 PWS -003 AS REWD. FIN SEAL WEATHERSTRIP .187•x.230' 13 PWS -005 AS REG% FIN SEAL WEATHERSTRIP .187'x.350' 14 PWS -009 AS REG -D. FIN SEAL WEATHERSTRIP .187x.310' 15 -024-1 2 SELF ADHESIVE PILE PAD 1/4' X 1 1/2' 16 L-7711 AS RED% GLAZING BEAD/ INSULATED 6063 -TS ALUMINUM 17 L-4204 AS REWA GLAZING BEAD - RADIUS 6063-T5 ALUMINUM 18 L-7723 1 SASH BALANCE CAM/GUIDE (2 X VENT) 19 L-7723 2 RIGID VINYL SASH STOP (2 X FRAME) 20 L-7727 2 BLOCK & TACKLE BALANCE BSI Balance systems 21 L-7939 2 VENT LIFT LATCH 6063 -TS ALUMINUM 22 L-7523 IX LATCH VENT LATCH SPRING STAINLESS STEEL 23 r REWD. GLAZING SILICONE SEE GLAZING a SIFT. 3 24 r 2 Laminated Glass SEE GLAZING DETAILS 25 HC -057-1 2 VENT LIFT LATCH MOLDED NYLON 26 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 27 x 2 FRAME SILL FOAM GASKET SELF AMiESIVE 28 FIC -026-1 1 SCREEN FRAME & MESH 29 1 L-7730 1 1PROBLICT LABEL 30 ■ r r r 31 SM -5504 S REW JDINT SEALANT SM -5504 32 ■ S REO'Q PERIMETER ACRYLIC CAULX DSI POLYSEAMSEAL I >a O LE ■ LOCATION MAP SCALE: Nl'i B&L REALTY HOLDINGS, LLC PROPERTY LOCATED AT: 101 NE 110 ST MIAMI SHORES, FLORIDA 33161 INDEX OF ARCHITECTURAL DRAWINGS CITYSHEET DRAWING TITLE COVER SHEET A SYMBOLS & ABBREVIA11ONS A-2.1 EXISTING FLOOR PLAN A-3.1 ENLARGE FLOOR PLANS A-4.1 WINDOW & DOOR SCHEDULES - DETAILS COPY EII&A 6 L ORES VILLAGE P R 0 Vc r, DATE ZONING 2 -AL f: 1<1-- ,vUBjEC, - �-fJUNTY Rut DEPAL AND 4EG 4 SYMBOLS I -ALIGN -T AUGN ! 1 l`'1 REVISIONS II I SURFACES BLDG BUILDING AELEVATION M FIRE EXTINGUISHERS ®N NORTH ARROW ®WINDOW BRIC< 1Mr FLOOR TRANSffION BTW BETWEEN BW BOTH WAYS AL.O SECTION CJ CCNSTRUCTION JOINT mmm ROOM/FLOOR INDICATOR (E) DENOTES EXISTING (R( DENOTES RELOCATED BLDG BUILDING FE(t FIRE EXTINGUISHERS 8.0. CHVVUN//G CEILING HEIGHT EL. NO'JI' Af f. BRIC< BS FLOOR HEIGHT K ABBREVIATIONS A ADJACENT AFF ABOVE FINISHED FLOOR ALT ALTERNATE BLDG BUILDING BC BELOWCELING BRG BE'RING BRK BRIC< BS BOTH SIDES BTW BETWEEN BW BOTH WAYS CAB CABINET CJ CCNSTRUCTION JOINT CL CEN -FR LINE CLG CE_M!G CIXG CALKING CUR CIE.AR COL COLJMN CONC CONCRETE CONST CONSTRUCTION CONTR CONTRACTOR/CONTRACT CTR CENTER DBL DOUBLE DEMO DEMODUSH/DEMOLITION DF DRINKING FOUNTAIN DIA. DIAMETER DIM DIMENSION DN DOWN DR DOOR DTL DETAIL DWG DRA'MNG DWR DRhWER (E( EXISTING EA EACH EL ELEVATN IO EO EQUAL EQUIP EQUIPMENT E.T.R. EXISTING TO REMAIN (F) FUTURE FE HRE EXTINGUBHER FEC HRE EXTINGN HER TBD CAB NET FF FINISHED 11.0011 FACE FIN FINISH FUR FLOOR/FLOORING FLUOR FLUORESCENT FO FINISH OPENING FOB FACE OF BRICK FOC FACE OF CONCRETE FOM FACE OF MASONRY FOP FACE OF PANEL FOS FACE OF STJD `OW FACE OF WALL FR FRAME FURN FURNITURE GLS GLASS GWB GYPSUM WALL BOARD GYP GYPSUM HDWR HARDWARE HOWR HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATING. 2 AIR CONDfTIONING HW HOT WATER INSUL INSULATION LT LIGHT MAT MATERIAL MA % MAX MUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC M:CEULANEOUS MTD MOUNTED N/A NOT APPLICABLE NIC NOT IN CONTRACT NRC NOISE REDUCTION COEFFICIENT NTS NOTTOSCALE OFC] O'NNER FURNISHED, CONTRACTOR INSTALLED OFOI OWNER FURNISHED. OWNER INSTALLED OPP OPPOSITE PB PANIC BAR P LAM PLASTIC LAMINATE PERP PERPENDICULAR RB RUBBER BASE RCP REFLECTED CEILING PLAN REC RECESSED RECEP RECEPTACLE REFR REFRIGERATOR REV REVISION RO ROUGH OPENING/ROUGH SCHED SCHEDULED SIM SIMILAR STD STANDARD SYST SYSTEM(S( TBD TO BE DETERMINED TEL TE.EPHONE TH THICKNESS TME TO MATCH EXISTING IS TUBE STEEL TYP TYPICAL UON UNLESS OTHERWISE NOTED VAR VARES VCT VINYL COMPOSITION TBE VENT VENTILATOR/VENTILATION VERT VERTICAL VIF VERIFY IN FIELD W/ WITH W/O WITHOUT WKSF WORKSURFACE U J J Z M Q Q op� W O H Q LJL >- U F- O w W W U00 J^' NC Q Z C X Rn�Q m �o:2 Ell R } co cn u�ANr DRAWN BY' J'8. 08.25.13 DWG.HEET. No. A-1.1 2 3 A -0.l • I I I FIELD VERIFICATION FlELC VERIRCATION: THESE DRAWINGS INCORPORATE BUILDING INFORMATION COI/PILED FROM VARIOUS 5OURCES ASSOCIATED `MRI THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR BIDDING. PLAN KEYED NOTES: v> E%ISRNG WINDOW TO REMAIN /\ \ NEW WINDOW 0 WINDOW NUMBER ODOOR NUMBER INT ALONG COUNTER TO BE MORE THAN T FROM G.F..I PROTECTED RECEPTACLE. 'UT D/W RECEPTACLE UNDER SINK. iXED APPLIANCES ON DEDICATED CKTS. /Ac1 C1 6 F 1 40KE/CARBON MONOXIDE DETECTORS NY AND ALL CLOTH AND RUBBER kTED CONDUCTORS TO BE REPLACED. UOM KEGtPIACLL UN tip AMP CKi AND G.F.I PROTECTED EXISTING FLOOR PLAN SCALE: 1/8" =1'-0" U J J O Z M aQ o OLu 0 =W o Q Vi J O N �� QWOo W U 2 Lu ujN 0Z:2 od N -Q m ce z a 0 O L`IL. DRAWN BY: J.B. Da. 25.13 DWG. HETI. No A-2.1 3 Q e-- ' C>"'. -1AL4 X U a 1 ENLARGED BATHROOM # 1 FLOOR PLAN SCALE: 1/4" - V -T ✓G (01 4 L� r-e-ra1GG.� 3 ENLARGED KITCHEN 1 FLOOR PLAN SCALE: 1/4" - 1'-0" CLOSET TUB DRAIN TUB FIELD VERIFICATION THESE DRAWINGS INCORPORATE BUILD14G INFORMATION COMPILED FROM VARIOUS SOURCES ASSOCIATED WRH THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFEC71NG THE PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR RIDDING. 2e►^^ we- �, � Si: � -I-r 1t . 1> EXISITNG WINDOW TO RE+IAN ONEW WINDOW OWINDOW NUMBER ODOOR NUMBER VANITY O BATHROOM 9 #2 L�-�- 2 ENLARGED BATHROOM # 2 FLOOR PLAN SCALE: 1/4" =1'-0' NO POINT ALONG COUNTER TO BE MORE THAN 2 FEET FROM G.F.I PROTECTED RECEPTACLE, PUT DAN RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. BATHROOM RECEPTACLE ON 20 AMP CK1 AND G.F.I PROTEMD U J J V � z M 1 a 0 O� LL0 = a >- U R� J O~ � N W V SO N � 9z an O -e CL 0 0 LL, LLJ LIJ DRAWN BY: 1.8, 08.25.13 DWG. HEEf. No A-3.1 4 \)P f� ' ,roep,c s FIELD VERIFICATION FIELC VERIFICATION: THESE DRAWINGS INCORPORATE BUILDING INFORMATION CO?"PILED FROM VARIOUS SOURCES ASSOGATED'NRH THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT OR ITS INSTALLATION MUST BE HELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR BIDDING. C\ EXISITNG WINDOW TO REMAIN OWINDOWNUMBER ® DOOR NUMBER Q1 -8, 110 - ►y wltJ PR�SSuR Q FZc�� G r -j C) 1NA PR�rS�-tRGS ¢OEC - ¢�,8 EXISTING FLOOR PLAN SCALE: K J J V � Z M M I Q 0 Lu o >- U H O J N y � Q WOO inz:2 06cn _ a OO LU vmn•�rcr DRAWN BY; J.B. 08.15.13 DWG. [111-1o. A-2.1 3 Num*lw'F R W H WINDOW SCHEDULE 1 37' 5.1 k 3" WHITE CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW - NOA # 12-0127.08 2 37" 5,1 3" WHITE" CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW - NOA # 12-0127.08 3 97' 57' 3" WHITE 1" CLEAR I LAWSON 8700 ROLLING WINDOW FULL VIEW "XOX" NEW WINDOW - NOA # 12-0127.08 4 55 57" 3" WHITE" CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW - NOA # 12-0127.08 5 55 57' 3" WHITE " CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW - NOA # 12-0127.08 6 55 51 3" WHITE" CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW. "XO" NEW WINDOW - NOA # 12-0127.08 7 37' 51 3" WHITE" CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW - NOA # 12-0127.08 8 37" 39" 3" WHITE " OBSC LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW - NOA # 12-0127.08 9 19" 51 4f 3" WHITE " OBSC LAWSON 7700 IMPACT SINGLE HUNG NEW WINDOW - NOA # 12-0118.18 10 55}' S1 }" 3" WHITE T�" CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW - NOA # 12-0127.08 11 37" 51 " 3" WHITE T "CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW -NOA # 12-0127.08 1,k 37" 26" 3" WHITE T" OBSC LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW - NOA # 12-0127.08 13 11 1" 67' 3" WHITE J' CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW "XOX" NEW WINDOW - NOA # 12-0127.08 14 37" 36" 3" WHITE" CLEAR LAWSON 8700 ROLLING WINDOW FULL VIEW "XO" NEW WINDOW - NOA # 12-0127.08 I WINDOW SCHEDULE FIELD VERIFICATION FIELD VERIFICATION, THESE DRAWINGS INCORPORATE BUILDING INFORMATION COOL PILED FROM VARIOUS SOURCES ASSOCIATED `NRH THIS PROJECT AND DEEMED AS RELIABLE. CONDITIONS DIRECTLY AFFECTING THE PRODUCT OR ITS INSTALLATION MUST BE FIELD VERIFIED BY THE CONTRACTOR OR A CONTRACTOR APPOINTED REPRESENTATIVE PRIOR BIDDB4G. 3/8" -ANN LAMINATED # 10 X 1 3/4" S.M.S. 1 I /.4" MIN. WOOD EMBED SEE ELEVATION FOR 4„0. z - 4"3 1B - 4c) av - 4s. S TANCHO BUCKS BY OTHERS, MUST BE RED PROPERLY TO TRANSFER 43.O THE STRUCTURt. 4-jR DESCRIBED IN THIS LAYOUT PER TEST UNIT, OTHER CONDITIONS +1GINEERED SEPARATELY. 2 DOOR SCHEDULE 3/16" X 1 3/4" TAPCONS 1 1/4" MIN. WOOD EMBED SEE ELEVATION FOR FASTENER SPACING 40+-:,t -44 ITERIOR GRADE .RIMETER CAULKING O 43,3 O IOR GRADE IETER CAULKING 3116',K 1 3/4" TAPCONS -� 1 1/4" MIN. WOOD EMBED SEE ELEVATION FOR FASTENER SPACING PLAN KEYED NMS: FXISITNGWINDOWTOR6,TAIN NEW WINDOW OWINDOW NUMBER CLEAR SILICONE ADHESIVE BEDDING COMPOUND .PT. WOOD BUCKS —� 3/16'X 1 3/4" TAPCONS 11/4" MIN. WOOD EMBED SEE ELEVATION FOR FASTENER SPACING- -- EXTERIOR GRADE PERIMETER CAULKING - Q WINDOW FRAME WIDTH -.PT. WOOD BUCKS N. LAMINATED GLASS 1/4" MAX. GAP iT U J J J W 0 DRAWN BY: J.B. 08.25.13 DWG. HEFT. Na A-4.1 5